Nature of fault planes in solid neutron star matter

合集下载

小学下册第14次英语第4单元测验试卷

小学下册第14次英语第4单元测验试卷

小学下册英语第4单元测验试卷英语试题一、综合题(本题有50小题,每小题1分,共100分.每小题不选、错误,均不给分)1 The book is very ___ (interesting/boring).2 I can _______ (jump/run) very fast.3 What is the main ingredient in mayonnaise?A. MustardB. OilC. Egg yolkD. Vinegar答案:C4 The gecko can climb smooth ______ (表面).5 My brother is a member of the ____ (robotics) club.6 The bear prepares for _____ winter.7 Which animal is known for building dams?A. BeaverB. RabbitC. SquirrelD. Fox答案:A. Beaver8 I like to dress up my ________ (玩具名) in different outfits. It’s like having a fashion show!9 My favorite fruit is ________ (橙子).10 What is the name of the popular video game console produced by Nintendo?A. XboxB. PlayStationC. SwitchD. Sega答案: C11 A __________ is a narrow valley.12 The chemical formula for benzene is ______.13 The ancient Sumerians are credited with creating one of the first _______ systems.14 community gardens) strengthen local ties. The ____15 I like to eat _____ for lunch. (sandwiches)16 My favorite stuffed ____ goes with me to school. (动物名称)17 built their empire in ________ America. The Inca18 What do you call a large body of saltwater?A. RiverB. OceanC. LakeD. Pond答案: B19 My cousin is my partner in __________. (游戏)20 The chemical formula for potassium nitrate is _______.21 My favorite __________ (国家) is known for its culture.22 What is the name of the famous fictional detective created by Arthur Conan Doyle?A. Hercule PoirotB. Sam SpadeC. Sherlock HolmesD. Miss Marple答案: C. Sherlock Holmes23 What is the name of the city known as the Big Apple?A. Los AngelesB. ChicagoC. New York CityD. Miami24 The invention of ________ has greatly improved transportation efficiency.25 What do you call a baby seal?A. PupB. CalfC. KidD. Cub26 The _____ (老鼠) is very small and can fit into tiny spaces.27 What is the capital of Italy?A. AthensB. MadridC. RomeD. Paris28 A _____ is an area of land that rises sharply.29 The ____ is known for its colorful patterns and can be found in rainforests.30 I like to learn about ______ (科学技术) and how it shapes our lives. It’s essential in today’s world.31 A _______ is a chemical reaction that produces a bright color.32 In geography, __________ refers to the study of maps and locations. (制图)33 The ocean is very ________.34 I enjoy ______ (与家人共度周末).35 Which animal is known as the king of the jungle?A. TigerB. LionC. BearD. Elephant36 What do you call the art of folding paper into shapes?A. SculptureB. OrigamiC. DrawingD. Painting答案: B37 I love to go to the ______ (音乐会) with my family. The live music creates a joyful atmosphere.38 What do we call a baby elephant?A. CalfB. FoalC. CubD. Kid39 She is a great ________.40 What do you call the person who studies the stars?A. BiologistB. AstronomerC. ChemistD. Geologist答案:B41 What do we call the lines of latitude and longitude on a map?A. CoordinatesB. GridsC. AxesD. Meridians42 The farmer, ______ (农民), grows vegetables and fruits.43 What color do you get when you mix red and white?A. PinkB. PurpleC. BrownD. Orange答案:A44 What is a meteoroid?A. A piece of rock in spaceB. A starC. A planetD. A comet45 My favorite pet is a ______ (金鱼).46 The main purpose of a catalyst is to speed up a _____.47 What is the main ingredient in mayonnaise?A. MustardB. OilC. VinegarD. Egg48 The symbol for arsenic is _____.49 The _____ (栽培) of plants is an important skill.50 My favorite animal is a ______ (狗) because they are loyal.51 My cousin plays the ____ (violin) very well.52 Which animal is known for its black and white stripes?A. TigerB. ZebraC. LeopardD. Panda答案:B53 We have a _____ (演出) next week.54 The ____ hops around and loves to investigate new places.55 The clouds are ___ (fluffy).56 I like to ___ puzzles. (solve)57 My toy dinosaur is very _______ (我的玩具恐龙非常_______).58 My ______ enjoys reading and sharing books.59 A solution contains a solute and a ______.60 A solid has a _______ shape, while a liquid takes the shape of its container.61 We visit the ______ (音乐会) to enjoy live performances.62 The sun is shining ________.63 The __________ (历史的优势) inform strategies.64 The process of making biodiesel involves transesterification of _______ oils.65 What is the name of the instrument played with strings?A. FluteB. GuitarC. TrumpetD. Drum答案: B66 My toy is not just for fun; it also teaches me ______ (知识). I hope to get more toys like this in the future!67 Alexander the Great created one of the largest __________ in history. (帝国)68 The chemical formula for water is _____.69 My brother is very ___. (tall)70 A seahorse can change its color to blend in with ______ (环境).71 My __________ (玩具名) is my best __________ (名词).72 I have a picture of my ____.73 The __________ point is the temperature at which a solid becomes a liquid.74 The __________ (历史的认知) can evolve with new evidence.75 What is the distance around a circle called?A. DiameterB. RadiusC. CircumferenceD. Area答案: C76 I see a __ in the sky. (cloud)77 The _____ (train) is very loud.78 The ______ is a skilled software developer.79 I love to make ________ with my friends.80 A reduction reaction involves the gain of ______.81 The reactivity of elements is based on their _______ structure.82 I like to listen to _______ (music/silence).83 The chemical symbol for tungsten is ____.84 I want to be a ________ when I grow up.85 Which of these animals is a reptile?A. FrogB. LizardC. BirdD. Fish86 The _____ (玩具) is colorful.87 We can see the _____ (moon/stars) at night.88 The _______ of an object can affect its movement.89 The Earth's surface is shaped by both ______ and erosion.90 My ________ (玩具名称) helps me learn about teamwork.91 A telescope helps us view distant ______.92 A _______ measures the amount of electricity used by devices over time.93 A __________ is a cold-blooded vertebrate.94 The __________ (历史的叙述) tells our stories.95 My _____ (舅舅) is a doctor.96 Which fruit is known for being very sour?a. Bananab. Lemonc. Peachd. Melon答案:B97 The chemical formula for sulfur dioxide is ______.98 The _____ (木偶) can dance and sing.99 monsoon) brings heavy rains to certain regions. The ____ 100 The toy is _____ (expensive/cheap).。

高一物理力学原理英语阅读理解25题

高一物理力学原理英语阅读理解25题

高一物理力学原理英语阅读理解25题1<背景文章>Newton's three laws of motion are fundamental principles in physics that have had a profound impact on our understanding of the physical world.The first law, also known as the law of inertia, states that an object at rest will stay at rest, and an object in motion will stay in motion with the same speed and in the same direction unless acted upon by an unbalanced force. For example, a book lying on a table will remain there until someone pushes or pulls it. This law was revolutionary as it challenged the then - existing ideas about motion. Newton discovered this law through his careful observations and experiments.The second law of motion is expressed as F = ma, where F is the net force acting on an object, m is the mass of the object, and a is the acceleration. This law explains how the force applied to an object is related to its mass and acceleration. In real - life applications, when you push a shopping cart, the harder you push (greater force), the faster it will accelerate, given that the mass of the cart remains the same.The third law states that for every action, there is an equal and opposite reaction. A classic example is when a rocket launches. The rocket expels gas downward (action), and in return, the gas exerts an equal andopposite force on the rocket, propelling it upward (reaction). Newton's discovery of these laws was a milestone in the history of science and has been used in various fields such as engineering, astronomy, and transportation.1. <问题1>A. According to Newton's first law, if an object is moving in a straight line at a constant speed, what will happen if no unbalanced force acts on it?A. It will gradually slow down.B. It will keep moving at the same speed and in the same direction.C. It will suddenly change direction.D. It will stop immediately.答案:B。

受自然的影响发明了飞机的英语作文

受自然的影响发明了飞机的英语作文

受自然的影响发明了飞机的英语作文The Invention of the Airplane: Inspired by Nature.The history of aviation is rich with stories of human ingenuity and perseverance. One of the most fascinating aspects of this narrative is how nature itself has served as a constant source of inspiration for the development of aircraft. From the soaring birds of the sky to the gliding fish of the ocean, nature has provided a blueprint for the creation of aircraft that have revolutionizedtransportation and exploration.The earliest attempts at flight were heavily influenced by natural observations. Legends speak of men like Daedalus and Icarus, who constructed wings of feather and wax to模仿the flight of birds. While these mythical tales may be fables, they represent a primal urge to emulate the freedom and agility of avian flight. It is only with the advancement of science and technology that these dreams began to take shape in reality.One of the most significant moments in the history of aviation was the work of Otto Lilienthal, often referred to as the "father of gliding." Inspired by the gliding flight of birds, Lilienthal designed and flew a series of gliders that were based on the principles of lift and drag. His experiments with these gliders marked the beginning of a new era in aviation, one that would lead to the development of the modern airplane.The Wright brothers, Orville and Wilbur, are credited with inventing the first successful powered aircraft. Their inspiration came from a variety of sources, including the gliding experiments of Lilienthal and the aerodynamic studies of other pioneers like Sir George Cayley. The Wright brothers' aircraft, known as the "Flyer," was a testament to their understanding of how to harness the forces of nature to achieve controlled flight.The design of the Flyer incorporated several features that were directly inspired by nature. The wings, for instance, were shaped to模仿the curvature of bird wings,providing optimal lift and stability. The brothers also borrowed from the world of marine biology, employing a tail assembly that resembled the fins of a fish to control direction and stability during flight.Since the Wright brothers' groundbreaking flights, aircraft design has continued to draw inspiration from nature. Modern aircraft employ advanced aerodynamic principles that mimic the flight patterns of birds, allowing them to travel longer distances with greater efficiency. The development of jet engines and turbofans has furthered this quest for natural-inspired efficiency,借鉴the speed and power of animals like the eagle or the cheetah.Not only has nature provided inspiration for the physical design of aircraft, but it has also influenced the way we approach aviation safety and sustainability. For instance, the study of bird migration patterns has informed air traffic control systems, ensuring that aircraft can safely navigate the skies without colliding with wildlife. Similarly, the quest for more environmentally friendlyaviation fuels has led to the exploration of biofuels derived from renewable sources,模仿the natural cycles of carbon and energy found in nature.In conclusion, the invention of the airplane and its subsequent evolution have been deeply influenced by nature. From the earliest attempts at flight to the modern marvels of aviation, nature has served as a constant source of inspiration and innovation. As we continue to explore the frontiers of flight, it is likely that nature will continue to play a pivotal role in guiding our journey towards the skies.。

托福阅读tpo54R-3原文+译文+题目+答案+背景知识

托福阅读tpo54R-3原文+译文+题目+答案+背景知识

tpo54 阅读-3 Elements of Life原文 (1)译文 (2)题目 (3)答案 (8)背景知识 (10)原文Elements of Life①The creation of life requires a set of chemical elements for making the components of cells. Life on Earth uses about 25 of the 92 naturally occurring chemical elements, although just 4 of these elements—oxygen, carbon, hydrogen, and nitrogen—make up about 96 percent of the mass of living organisms. Thus, a first requirement for life might be the presence of most or all of the elements used by life.②Interestingly, this requirement can probably be met by almost any world. Scientists have determined that all chemical elements in the universe besides hydrogen and helium (and a trace amount of lithium) were produced by stars. These are known as heavy elements because they are heavier than hydrogen and helium. Although all of these heavy elements are quite rare compared to hydrogen and helium, they are found just about everywhere.③Heavy elements are continually being manufactured by stars and released into space by stellar deaths, so their amount compared to hydrogen and helium gradually rises with time. Heavy elements make up about 2 percent of the chemical content (by mass) of our solar system, the other 98 percent is hydrogen and helium. In some very old star systems, which formed before many heavy elements were produced, the heavy-element share may be less than 0.1 percent. Nevertheless, every star system studied has at least some amount of all the elements used by life.Moreover, when planetesimals—small, solid objects formed in the early solar system that may accumulate to become planets—condense within a forming star system, they are inevitably made from heavy elements because the more common hydrogen and helium remain gaseous.Thus, planetesimals everywhere should contain the elements needed for life, which means that objects built from planetesimals—planets, moons, asteroids, and comets-also contain these elements. The nature of solar-system formation explains why Earth contains all the elements needed for life, and it is why we expect these elements to be present on other worlds throughout our solar system, galaxy, and universe.④Note that this argument does not change, even if we allow for life very different from life on Earth. Life on Earth is carbon based, and most biologists believe that life elsewhere is likely to be carbon based as well. However, we cannot absolutely rule out the possibility of life with another chemical basis, such as silicon or nitrogen. The set of elements (or their relative proportions) used by life based on some other element might be somewhat different from that used by carbon-based life on Earth. But the elements are still products of stars and would still be present in planetesimals everywhere. No matter what kinds of life we are looking for, we are likely to find the necessary elements on almost every planet, moon, asteroid, and comet in the universe.⑤A somewhat stricter requirement is the presence of these elements in molecules that can be used as ready-made building blocks for life, just as early Earth probably had an organic soup of amino acids and other complex molecules. Earth's organic molecules likely came from some combination of three sources: chemical reactions in the atmosphere, chemical reactions near deep-sea vents in the oceans, and molecules carried to Earth by asteroids and comets. The first two sources can occur only on worlds with atmospheres or oceans, respectively. But the third source should have brought similar molecules to nearly all worlds in our solar system.⑥Studies of meteorites and comets suggest that organic molecules are widespread among both asteroids and comets. Because each body in the solar system was repeatedly struck by asteroids and comets during the period known as the heavy bombardment (about 4 billion years ago), each body should have received at least some organic molecules. However, these molecules tend to be destroyed by solar radiation on surfaces unprotected by atmospheres. Moreover, while these molecules might stay intact beneath the surface (as they evidently do on asteroids and comets), they probably cannot react with each other unless some kind of liquid or gas is available to move them about. Thus, if we limit our search to worlds on which organic molecules are likely to be involved in chemical reactions, we can probably rule out any world that lacks both an atmosphere and a surface or subsurface liquid medium, such as water.译文生命的元素①生命的出现需要一系列化学元素来构成细胞的组成部分。

小学上册第十一次英语第3单元真题(有答案)

小学上册第十一次英语第3单元真题(有答案)

小学上册英语第3单元真题(有答案)英语试题一、综合题(本题有100小题,每小题1分,共100分.每小题不选、错误,均不给分)1.The chemical symbol for manganese is ____.2.My sister has a pet ____ (rabbit) named Fluffy.3.The _____ (ocean) is vast.4.I think learning about different cultures expands our __________.5. A _______ can measure the temperature of water in a container.6.My friend is a big __________ of literature. (爱好者)7.I like to _______ (整理) my room every week.8.Galaxies can be spiral, elliptical, or ______.9.My mom is my __________. (英雄)10.The _____ (forest/park) is quiet.11.contribution agreement) defines roles and responsibilities. The ____12._____ (biodiversity) is important for a healthy ecosystem.13.The ______ studies the stars and planets.14. A __________ is a significant site for conservation efforts.15.My favorite animal at the zoo is ______.16.The process of mashing grains in brewing beer is called ______.17.I have a ______ in my backpack.18.The __________ (历史的展望) can inspire hope.19.Planting _____ (本地树种) contributes to ecological stability.20. (Democratic) Republic of Congo was formerly known as Zaire. The ____21.I can tell jokes with my toy ________ (玩具名称).22.I can draw with my toy ________ (玩具名称).23.The __________ (历史的参与感) strengthens community ties.24.How many letters are in the word 'elephant'?A. 6B. 7C. 8D. 9答案:B25.How many days are in a week?A. FiveB. SixC. SevenD. Eight答案:C26.The capital of Mexico is _____ (69).27.The soup is _____ (hot/cold).28.I love to collect ______ (邮票) from different countries.29. A solution that contains dissolved ions is called a _______.30.The _______ (Vietnam War) involved North and South Vietnam with US involvement.31.I enjoy _____ (散步) in the park.32.The country famous for its long coastline is ________ (澳大利亚).33.We have a ______ (特别的) day planned for school.34. A ________ can fly high in the sky.35.My favorite holiday is ______ (春节) because we celebrate with family and have delicious ______ (食物).36.Chemical bonds are formed when atoms _____ electrons.37.The kids are _____ to music. (listening)38.What is the name of the famous American singer known for "Jolene"?A. Reba McEntireB. Dolly PartonC. Carrie UnderwoodD. Miranda Lambert答案:B39.I like to _______ (写日记).40.The _____ (植物生长条件) should be tailored to specific needs.41.The capital city of Palau is __________.42.I love learning about space. One interesting fact is __________.43. A __________ is a large natural elevation of the Earth's surface.44.I can ______ (灵活应变) to new challenges.45.I enjoy _______ (做饭) for my family.46. A chemical reaction that occurs spontaneously is called a ______ reaction.47.Recognizing the signs of a healthy plant can lead to better ______ practices. (识别健康植物的迹象可以促进更好的园艺实践。

英语文摘

英语文摘

Bull Earthquake Eng(2008)6:645–675DOI10.1007/s10518-008-9078-1ORIGINAL RESEARCH PAPERNumerical analyses of fault–foundation interactionI.Anastasopoulos·A.Callerio·M.F.Bransby·M.C.R.Davies·A.El Nahas·E.Faccioli·G.Gazetas·A.Masella·R.Paolucci·A.Pecker·E.RossignolReceived:22October2007/Accepted:14July2008/Published online:17September2008©Springer Science+Business Media B.V.2008Abstract Field evidence from recent earthquakes has shown that structures can be designed to survive major surface dislocations.This paper:(i)Describes three differentfinite element(FE)methods of analysis,that were developed to simulate dip slip fault rupture propagation through soil and its interaction with foundation–structure systems;(ii)Validates the developed FE methodologies against centrifuge model tests that were conducted at the University of Dundee,Scotland;and(iii)Utilises one of these analysis methods to conduct a short parametric study on the interaction of idealised2-and5-story residential structures lying on slab foundations subjected to normal fault rupture.The comparison between nume-rical and centrifuge model test results shows that reliable predictions can be achieved with reasonably sophisticated constitutive soil models that take account of soil softening after failure.A prerequisite is an adequately refined FE mesh,combined with interface elements with tension cut-off between the soil and the structure.The results of the parametric study reveal that the increase of the surcharge load q of the structure leads to larger fault rupture diversion and“smoothing”of the settlement profile,allowing reduction of its stressing.Soil compliance is shown to be beneficial to the stressing of a structure.For a given soil depthH and imposed dislocation h,the rotation θof the structure is shown to be a function of:I.Anastasopoulos(B)·G.GazetasNational Technical University,Athens,Greecee-mail:ianast@civil.ntua.grA.Callerio·E.Faccioli·A.Masella·R.PaolucciStudio Geotecnico Italiano,Milan,ItalyM.F.BransbyUniversity of Auckland,Auckland,New ZealandM.C.R.Davies·A.El NahasUniversity of Dundee,Dundee,UKA.Pecker·E.RossignolGeodynamique et Structure,Paris,France123(a)its location relative to the fault rupture;(b)the surcharge load q;and(c)soil compliance.Keywords Fault rupture propagation·Soil–structure-interaction·Centrifuge model tests·Strip foundation1IntroductionNumerous cases of devastating effects of earthquake surface fault rupture on structures were observed in the1999earthquakes of Kocaeli,Düzce,and Chi-Chi.However,examples of satisfactory,even spectacular,performance of a variety of structures also emerged(Youd et al.2000;Erdik2001;Bray2001;Ural2001;Ulusay et al.2002;Pamuk et al.2005).In some cases the foundation and structure were quite strong and thus either forced the rupture to deviate or withstood the tectonic movements with some rigid-body rotation and translation but without damage(Anastasopoulos and Gazetas2007a,b;Faccioli et al.2008).In other cases structures were quite ductile and deformed without failing.Thus,the idea(Duncan and Lefebvre1973;Niccum et al.1976;Youd1989;Berill1983)that a structure can be designed to survive with minimal damage a surface fault rupture re-emerged.The work presented herein was motivated by the need to develop quantitative understan-ding of the interaction between a rupturing dip-slip(normal or reverse)fault and a variety of foundation types.In the framework of the QUAKER research project,an integrated approach was employed,comprising three interrelated steps:•Field studies(Anastasopoulos and Gazetas2007a;Faccioli et al.2008)of documented case histories motivated our investigation and offered material for calibration of the theoretical methods and analyses,•Carefully controlled geotechnical centrifuge model tests(Bransby et al.2008a,b)hel-ped in developing an improved understanding of mechanisms and in acquiring a reliable experimental data base for validating the theoretical simulations,and•Analytical numerical methods calibrated against the abovefield and experimental data offered additional insight into the nature of the interaction,and were used in developing parametric results and design aids.This paper summarises the methods and the results of the third step.More specifically: (i)Three differentfinite element(FE)analysis methods are presented and calibratedthrough available soil data.(ii)The three FE analysis methods are validated against four centrifuge experiments con-ducted at the University of Dundee,Scotland.Two experiments are used as a benchmark for the“free-field”part of the problem,and two more for the interaction of the outcrop-ping dislocation with rigid strip foundations.(iii)One of these analysis methods is utilised in conducting a short parametric study on the interaction of typical residential structures with a normal fault rupture.The problem studied in this paper is portrayed in Fig.1.It refers to a uniform cohesionless soil deposit of thickness H at the base of which a dip-slip fault,dipping at angle a(measured from the horizontal),produces downward or upward displacement,of vertical component h.The offset(i.e.,the differential displacement)is applied to the right part of the model quasi-statically in small consecutive steps.123hx O:“f o c u s ”O ’:“e p i c e n t e r ”Hanging wallFootwallyLW –LW hx O:“fo c u s ”O ’:“e p i c e n t e r ”Hanging wallFootwallyL W –LWq BStrip Foundation s(a )(b)Fig.1Definition and geometry of the studied problem:(a )Propagation of the fault rupture in the free field,and (b )Interaction with strip foundation of width B subjected to uniform load q .The left edge of the foundation is at distance s from the free-field fault outcrop2Centrifuge model testingA series of centrifuge model tests have been conducted in the beam centrifuge of the University of Dundee (Fig.2a)to investigate fault rupture propagation through sand and its in-teraction with strip footings (Bransby et al.2008a ,b ).The tests modelled soil deposits of depth H ranging from 15to 25m.They were conducted at accelerations ranging from 50to 115g.A special apparatus was developed in the University of Dundee to simulate normal and reverse faulting.A central guidance system and three aluminum wedges were installed to impose displacement at the desired dip angle.Two hydraulic actuators were used to push on the side of a split shear box (Fig.2a)up or down,simulating reverse or normal faulting,respectively.The apparatus was installed in one of the University of Dundee’s centrifuge strongboxes (Fig.2b).The strongbox contains a front and a back transparent Perspex plate,through which the models are monitored in flight.More details on the experimental setup can be found in Bransby et al.(2008a ).Displacements (vertical and horizontal)at different123Fig.2(a)The geotechnicalcentrifuge of the University ofDundee;(b)the apparatus for theexperimental simulation of faultrupture propagation through sandpositions within the soil specimen were computed through the analysis of a series of digital images captured as faulting progressed using the Geo-PIV software(White et al.2003).Soil specimens were prepared within the split box apparatus by pluviating dry Fontainebleau sand from a specific height with controllable massflow rate.Dry sand samples were prepared at relative densities of60%.Fontainebleau sand was used so that previously published laboratory element test data(e.g Gaudin2002)could be used to select drained soil parameters for thefinite element analyses.The experimental simulation was conducted in two steps.First,fault rupture propagation though soil was modelled in the absence of a structure(Fig.1a),representing the free-field part of the problem.Then,strip foundations were placed at a pre-specified distance s from the free-field fault outcrop(Fig.1b),and new tests were conducted to simulate the interaction of the fault rupture with strip foundations.3Methods of numerical analysisThree different numerical analysis approaches were developed,calibrated,and tested.Three different numerical codes were used,in combination with soil constitutive models ranging from simplified to more sophisticated.This way,three methods were developed,each one corresponding to a different level of sophistication:(a)Method1,using the commercial FE code PLAXIS(2006),in combination with a simplenon-associated elastic-perfectly plastic Mohr-Coulomb constitutive model for soil; 123Foundation : 2-D Elastic Solid Elements Elastic BeamElementsInterfaceElements hFig.3Method 1(Plaxis)finite element diecretisation(b)Method 2,utilising the commercial FE code ABAQUS (2004),combined with a modifiedMohr-Coulomb constitutive soil model taking account of strain softening;and(c)Method 3,making use of the FE code DYNAFLOW (Prevost 1981),along with thesophisticated multi-yield constitutive model of Prevost (1989,1993).Centrifuge model tests that were conducted in the University of Dundee were used to validate the effectiveness of the three different numerical methodologies.The main features,the soil constitutive models,and the calibration procedure for each one of the three analysis methodologies are discussed in the following sections.3.1Method 13.1.1Finite element modeling approachThe first method uses PLAXIS (2006),a commercial geotechnical FE code,capable of 2D plane strain,plane stress,or axisymmetric analyses.As shown in Fig.3,the finite element mesh consists of 6-node triangular plane strain elements.The characteristic length of the elements was reduced below the footing and in the region where the fault rapture is expected to propagate.Since a remeshing technique (probably the best approach when dealing with large deformation problems)is not available in PLAXIS ,at the base of the model and near the fault starting point,larger elements were introduced to avoid numerical inaccuracies and instability caused by ill conditioning of the element geometry during the displacement application (i.e.node overlapping and element distortion).The foundation system was modeled using a two-layer compound system,consisting of (see Fig.3):•The footing itself,discretised by very stiff 2D elements with linear elastic behaviour.The pressure applied by the overlying building structure has been imposed to the models through the self weight of the foundation elements.123Fig.4Method1:Calibration of constitutive model parameters utilising the FE code Tochnog;(a)oedometer test;(b)Triaxial test,p=90kPa•Beam elements attached to the nodes at the bottom of the foundation,with stiffness para-meters lower than those of the footing to avoid a major stiffness discontinuity between the underlying soil and the foundation structure.•The beam elements are connected to soil elements through an interface with a purely frictional behaviour and the same friction angleϕwith the soil.The interface has a tension cut-off,which causes a gap to develop between soil and foundation in case of detachment. Due to the large imposed displacement reached during the centrifuge tests(more than3m in several cases),with a relative displacement of the order of10%of the modeled soil height, the large displacement Lagrangian description was adopted.After an initial phase in which the geostatic stresses were allowed to develop,the fault displacement has been monotonically imposed both on the right side and the right bottom boundaries,while the remaining boundaries of the model have beenfixed in the direction perpendicular to the side(Fig.3),so as to reproduce the centrifuge test boundary conditions.3.1.2Soil constitutive model and calibrationThe constitutive model adopted for all of the analyses is the standard Mohr-Coulomb for-mulation implemented in PLAXIS.The calibration of the elastic and strength parameters of the soil had been conducted during the earlier phases of the project by means of the FEM code Tochnog(see the developer’s home page ),adopting a rather refined and user-defined constitutive model for sand.This model was calibrated with a set of experimental data available on Fontainebleau sand(Gaudin2002).Oedometer tests (Fig.4a)and drained triaxial compression tests(Fig.4b)have been simulated,and sand model parameters were calibrated to reproduce the experimental results.The user-defined model implemented in Tochnog included a yielding function at the critical state,which corresponds to the Mohr-Coulomb failure criterion.A subset of those parameters was then utilised in the analysis conducted using the simpler Mohr-Coulomb model of PLAXIS:•Angle of frictionϕ=37◦•Young’s Modulus E=675MPa•Poisson’s ratioν=0.35•Angle of Dilationψ=0◦123hFoundation : Elastic Beam ElementsGap Elements Fig.5Method 2(Abaqus)finite element diecretisationThe assumption of ψ=0and ν=0.35,although not intuitively reasonable,was proven to provide the best fit to experimental data,both for normal and reverse faulting.3.2Method 23.2.1Finite element modeling approachThe FE mesh used for the analyses is depicted in Fig.5(for the reverse fault case).The soil is now modelled with quadrilateral plane strain elements of width d FE =1m.The foun-dation,of width B ,is modelled with beam elements.It is placed on top of the soil model and connected through special contact (gap)elements.Such elements are infinitely stiff in compression,but offer no resistance in tension.In shear,their behaviour follows Coulomb’s friction law.3.2.2Soil constitutive modelEarlier studies have shown that soil behaviour after failure plays a major role in problems related to shear-band formation (Bray 1990;Bray et al.1994a ,b ).Relatively simple elasto-plastic constitutive models,with Mohr-Coulomb failure criterion,in combination with strain softening have been shown to be effective in the simulation of fault rupture propagation through soil (Roth et al.1981,1982;Loukidis 1999;Erickson et al.2001),as well as for modelling the failure of embankments and slopes (Potts et al.1990,1997).In this study,we apply a similar elastoplastic constitutive model with Mohr-Coulomb failure criterion and isotropic strain softening (Anastasopoulos 2005).Softening is introduced by reducing the mobilised friction angle ϕmob and the mobilised dilation angle ψmob with the increase of plastic octahedral shear strain:123ϕmob=ϕp−ϕp−ϕresγP fγP oct,for0≤γP oct<γP fϕres,forγP oct≥γP f(1)ψmob=⎧⎨⎩ψp1−γP octγP f,for0≤γP oct<γP fψres,forγP oct≥γP f⎫⎬⎭(2)whereϕp andϕres the ultimate mobilised friction angle and its residual value;ψp the ultimate dilation angle;γP f the plastic octahedral shear strain at the end of softening.3.2.3Constitutive model calibrationConstitutive model parameters are calibrated through the results of direct shear tests.Soil response can be divided in four characteristic phases(Anastasopoulos et al.2007):(a)Quasi-elastic behavior:The soil deforms quasi-elastically(Jewell and Roth1987),upto a horizontal displacementδx y.(b)Plastic behavior:The soil enters the plastic region and dilates,reaching peak conditionsat horizontal displacementδx p.(c)Softening behavior:Right after the peak,a single horizontal shear band develops(Jewelland Roth1987;Gerolymos et al.2007).(d)Residual behavior:Softening is completed at horizontal displacementδx f(δy/δx≈0).Then,deformation is accumulated along the developed shear band.Quasi-elastic behaviour is modelled as linear elastic,with secant modulus G S linearly incre-asing with depth:G S=τyγy(3)whereτy andγy:the shear stress and strain atfirst yield,directly measured from test data.After peak conditions are reached,it is assumed that plastic shear deformation takes placewithin the shear band,while the rest of the specimen remains elastic(Shibuya et al.1997).Scale effects have been shown to play a major role in shear localisation problems(Stone andMuir Wood1992;Muir Wood and Stone1994;Muir Wood2002).Given the unavoidableshortcomings of the FE method,an approximate simplified scaling method(Anastasopouloset al.2007)is employed.The constitutive model was encoded in the FE code ABAQUS(2004).Its capability toreproduce soil behaviour has been validated through a series of FE simulations of the directshear test(Anastasopoulos2005).Figure6depicts the results of such a simulation of denseFontainebleau sand(D r≈80%),and its comparison with experimental data by Gaudin (2002).Despite its simplicity and(perhaps)lack of generality,the employed constitutivemodel captures the predominant mode of deformation of the problem studied herein,provi-ding a reasonable simplification of complex soil behaviour.3.3Method33.3.1Finite element modeling approachThefinite element model used for the analyses is shown for the normal fault case in Fig.7.The soil is modeled with square,quadrilateral,plane strain elements,of width d FE=0.5m. 123Fig.6Method 2:Calibration ofconstitutive model—comparisonbetween laboratory direct sheartests on Fontainebleau sand(Gaudin 2002)and the results ofthe constitutive modelx D v3.3.2Soil constitutive ModelThe constitutive model is the multi-yield constitutive model developed by Prevost (1989,1993).It is a kinematic hardening model,based on a relatively simple plasticity theory (Prevost 1985)and is applicable to both cohesive and cohesionless soils.The concept of a “field of work-hardening moduli”(Iwan 1967;Mróz 1967;Prevost 1977),is used by defining a collection f 0,f 1,...,f n of nested yield surfaces in the stress space.V on Mises type surfaces are employed for cohesive materials,and Drucker-Prager/Mohr-Coulomb type surfaces are employed for frictional materials (sands).The yield surfaces define regions of constant shear moduli in the stress space,and in this manner the model discretises the smooth elastic-plastic stress–strain curve into n linear segments.The outermost surface f n represents a failure surface.In addition,accounting for experimental evidence from tests on frictional materials (de 1987),a non-associative plastic flow rule is used for the dilatational component of the plastic potential.Finally,the material hysteretic behavior and shear stress-induced anisotropic effects are simulated by a kinematic rule .Upon contact,the yield surfaces are translated in the stress space by the stress point,and the direction of translation is selected such that the yield surfaces do not overlap,but remain tangent to each other at the stress point.3.3.3Constitutive model parametersThe required constitutive parameters of the multi-yield constitutive soil model are summari-sed as follows (Popescu and Prevost 1995):a.Initial state parameters :mass density of the solid phase ρs ,and for the case of porous saturated media,porosity n w and permeability k .b.Low strain elastic parameters :low strain moduli G 0and B 0.The dependence of the moduli on the mean effective normal stress p ,is assumed to be of the following form:G =G 0 p p 0 n B =B 0 p p 0n (4)and is accounted for,by introducing two more parameters:the power exponent n and the reference effective mean normal stress p 0.c.Yield and failure parameters :these parameters describe the position a i ,size M i and plastic modulus H i ,corresponding to each yield surface f i ,i =0,1,...n .For the case of pressure sensitive materials,a modified hyperbolic expression proposed by Prevost (1989)and Griffiths and Prévost (1990)is used to simulate soil stress–strain relations.The necessary parameters are:(i)the initial gradient,given by the small strain shear modulus G 0,and (ii)the stress (function of the friction angle at failure ϕand the stress path)and strain,εmax de v ,levels at failure.Hayashi et al.(1992)improved the modified hyperbolic model by introducing a new parameter—a —depending on the maximum grain size D max and uniformity coefficient C u .Finally,the coefficient of lateral stress K 0is necessary to evaluate the initial positions a i of the yield surfaces.d.Dilation parameters :these are used to evaluate the volumetric part of the plastic potentialand consist of:(i)the dilation (or phase transformation)angle ¯ϕ,and (ii)the dilation parameter X pp ,which is the scale parameter for the plastic dilation,and depends basically on relative density and sand type (fabric,grain size).With the exception of the dilation parameter,all the required constitutive model parameters are traditional soil properties,and can be derived from the results of conventional laboratory 123Table1Constitutive model parameters used in method3Number of yield surfaces20Power exponent n0.5Shear modulus G at stress p1 (kPa)75,000Bulk modulus at stress p1(kPa)200,000Unit massρ(t.m−3) 1.63Cohesion0 Reference mean normal stressp1(kPa)100Lateral stress coefficient(K0)0.5Dilation angle in compression (◦)31Dilation angle in extension(◦)31Ultimate friction angle in compression(◦)41.8Ultimate friction angle inextension(◦)41.8Dilation parameter X pp 1.65Max shear strain incompression0.08Max shear strain in extension0.08Generation coefficient in compressionαc 0.098Generation coefficient inextensionαe0.095Generation coefficient in compressionαlc 0.66Generation coefficient inextensionαle0.66Generation coefficient in compressionαuc 1.16Generation coefficient inextensionαue1.16(e.g.triaxial,simple shear)and in situ(e.g.cone penetration,standard penetration,wave velocity)soil tests.The dilational parameter can be evaluated on the basis of results of liquefaction strength analysis,when available;further details can be found in Popescu and Prevost(1995)and Popescu(1995).Since in the present study the sand material is dry,the cohesionless material was modeled as a one-phase material.Therefore neither the soil porosity,n w,nor the permeability,k,are needed.For the shear stress–strain curve generation,given the maximum shear modulus G1,the maximum shear stressτmax and the maximum shear strainγmax,the following functional relationship has been chosen:For y=τ/τmax and x=γ/γr,withγr=τmax/G1,then:y=exp(−ax)f(x,x l)+(1−exp(−ax))f(x,x u)where:f(x,x i)=(2x/x i+1)x i−1/(2x/x i+1)x i+1(5)where a,x l and x u are material parameters.For further details,the reader is referred to Hayashi et al.(1992).The constitutive model is implemented in the computer code DYNAFLOW(Prevost1981) that has been used for the numerical analyses.3.3.4Calibration of model constitutive parametersTo calibrate the values of the constitutive parameters,numerical triaxial tests were simulated with DYNAFLOW at three different confining pressures(30,60,90kPa)and compared with the results of available physical tests conducted on the same material at the same confining pressures.The parameters are defined based on the shear stress versus axial strain curve and volumetric strain versus axial strain curve.Figure8illustrates the comparisons between numerical simulations and physical tests in terms of volumetric strain and shear stress versus123Table2Summary of main attributes of the centrifuge model testsTest Faulting B(m)q(kPa)s(m)g-Level a D r(%)H(m)L(m)W(m)h max(m) 12Normal Free—field11560.224.775.723.53.1528Reverse Free—field11560.815.175.723.52.5914Normal10912.911562.524.675.723.52.4929Reverse10919.211564.115.175.723.53.30a Centrifugal accelerationFig.9Test12—Free-field faultD r=60%Fontainebleau sand(α=60◦):Comparison ofnumerical with experimentalvertical displacement of thesurface for bedrock dislocationh=3.0m(Method1)and2.5m(Method2)[all displacements aregiven in prototype scale]Structure Interaction(FR-SFSI):(i)Test14,normal faulting at60◦;and(ii)Test29,reverse faulting at60◦.In this case,the comparison is conducted for all of the developed numerical analysis approaches.The main attributes of the four centrifuge model tests used for the comparisons are syn-opsised in Table2,while more details can be found in Bransby et al.(2008a,b).4.1Free-field fault rupture propagation4.1.1Test12—normal60◦This test was conducted at115g on medium-loose(D r=60%)Fontainebleau sand,simu-lating normal fault rupture propagation through an H=25m soil deposit.The comparison between analytical predictions and experimental data is depicted in Fig.9in terms of vertical displacement y at the ground surface.All displacements are given in prototype scale.While the analytical prediction of Method1is compared with test data for h=3.0m,in the case of Method2the comparison is conducted at slightly lower imposed bedrock displacement: h=2.5m.This is due to the fact that the numerical analysis with Method2was conducted without knowing the test results,and at that time it had been agreed to set the maximum displacement equal to h max=2.5m.However,when test results were publicised,the actually attained maximum displacement was larger,something that was taken into account in the analyses with Method1.As illustrated in Fig.9,Method2predicts almost correctly the location of fault out-cropping,at about—10m from the“epicenter”,with discrepancies limited to1or2m.The deformation can be seen to be slightly more localised in the centrifuge test,but the comparison between analytical and experimental shear zone thickness is quite satisfactory.The vertical displacement profile predicted by Method1is also qualitatively acceptable.However,the123Method 2Centrifuge Model TestR1S1Method 1(a )(b)(c)Fig.10Test 12—-Normal free-field fault rupture propagation through H =25m D r =60%Fontainebleau sand:Comparison of (a )Centrifuge model test image,compared to FE deformed mesh with shear strain contours of Method 1(b ),and Method 2(c ),for h =2.5mlocation of fault rupture emergence is a few meters to the left compared with the experimen-tal:at about 15m from the “epicenter”(instead of about 10m).In addition,the deformation predicted by Method 1at the ground surface computed using method 1is widespread,instead of localised at a narrow band.FE deformed meshes with superimposed shear strain contours are compared with an image from the experiment in Fig.10,for h =2.5m.In the case of Method 2,the comparison can be seen to be quite satisfactory.However,it is noted that the secondary rupture (S 1)that forms in the experiment to the right of the main shear plane (R 1)is not predicted by Method 2.Also,experimental shear strain contours (not shown herein)are a little more diffuse than the FE prediction.Overall,the comparison is quite satisfactory.In the case of Method 1,the quantitative details are not in satisfactory agreement,but the calculation reveals a secondary rupture to the right of the main shear zone,consistent with the experimental image.4.1.2Test 28—reverse 60◦This test was also conducted at 115g and the sand was of practically the same relative density (D r =61%).Given that reverse fault ruptures require larger normalised bedrock123Fig.11Test28—Reversepropagation through H=15mD r=60%Fontainebleau sand:Comparison of numerical withexperimental verticaldisplacement of the surface forbedrock dislocation h=2.0m(all displacements are given inprototype scale)displacement h/H to propagate all the way to the surface(e.g.Cole and Lade1984;Lade et al.1984;Anastasopoulos et al.2007;Bransby et al.2008b),the soil depth was set at H=15m.This way,a larger h/H could be achieved with the same actuator.Figure11compares the vertical displacement y at the ground surface predicted by the numerical analysis to experimental data,for h=2.0m.This time,both models predict correctly the location of fault outcropping(defined as the point where the steepest gradient is observed).In particular,Method1achieves a slightly better prediction of the outcropping location:−10m from the epicentre(i.e.,a difference of1m only,to the other direction). Method2predicts the fault outbreak at about−7m from the“epicenter”,as opposed to about −9m of the centrifuge model test(i.e.,a discrepancy of about2m).Figure12compares FE deformed meshes with superimposed shear strain contours with an image from the experiment,for h=2.5m.In the case of Method2,the numerical analysis seems to predict a distinct fault scarp,with most of the deformation localised within it.In contrast,the localisation in the experiment is clearly more intense,but the fault scarp at the surface is much less pronounced:the deformation is widespread over a larger area.The analysis with Method1is successful in terms of the outcropping location.However,instead of a single rupture,it predicts the development of two main ruptures(R1and R2),accompanied by a third shear plane in between.Although such soil response has also been demonstrated by other researchers(e.g.Loukidis and Bouckovalas2001),in this case the predicted multiple rupture planes are not consistent with experimental results.4.2Interaction with strip footingsHaving validated the effectiveness of the developed numerical analysis methodologies in simulating fault rupture propagation in the free-field,we proceed to the comparisons of experiments with strip foundations:one for normal(Test14),and one for reverse(Test29) faulting.This time,the comparison is extended to all three methods.4.2.1Test14—normal60◦This test is practically the same with the free-field Test12,with the only difference being the presence of a B=10m strip foundation subjected to a bearing pressure q=90kPa.The foundation is positioned so that the free-field fault rupture would emerge at distance s=2.9m from the left edge of the foundation.123。

小学上册第九次英语第6单元综合卷

小学上册英语第6单元综合卷英语试题一、综合题(本题有100小题,每小题1分,共100分.每小题不选、错误,均不给分)1.My aunt loves to do ____ (yoga) every morning.2.The _____ (蛋糕) is delicious.3. A ______ is a visual representation of a chemical equation.4.I always have ______ for dinner.5.I love to draw ______.6.My sister is a ______. She enjoys baking cookies.7.What is the capital city of the United States?A. New YorkB. Los AngelesC. Washington,D.C. D. ChicagoC8.The _____ (frost) can damage young plants.9.My _____ (外甥) loves to play video games.10.The snapping turtle can bite very _________ (痛).11. Carta influenced the development of modern ________. The Magn12.My grandma bakes the best ________ (饼干). I help her mix the ________ (材料).13. A __________ is a reaction that involves a change in color.14.What do we call the act of providing opportunities for success?A. EmpowermentB. SupportC. PromotionD. All of the AboveD15. A __________ is a change in the physical properties of a substance.16.What do you call the process of providing nutrients to plants?A. FertilizationB. IrrigationC. CultivationD. Planting17.The chemical symbol for zinc is ______.18.The _____ (车子) is parked outside.19.The concept of conservation emphasizes the importance of protecting ______ resources.20.In a chemical reaction, the total mass of the reactants equals the total mass of the _____.21.The ________ is a type of insect that helps plants.22.The _____ can affect the tides on Earth.23. A ____ is often found in gardens and is known for its beautiful colors.24.The _____ (老师) is teaching us.25.The city of Riyadh is the capital of _______.26.My ___ (小仓鼠) keeps its cheeks full of food.27.The cat is very ___ (lazy/energetic).28.My friend is very __________ (适应性强).29.What do we call a baby dog?A. KittenB. PuppyC. CalfD. Chick30.The ________ (气候适应) is necessary for survival.31.What is the primary function of the heart?A. Pump bloodB. Digest foodC. Filter airD. Protect the body32.I like to ride my ______ (horse).33.How many sides does a square have?A. FourB. FiveC. SixD. Seven34.What do you call a tall structure used for climbing?A. TowerB. HillC. MountainD. Cliff35.My favorite vegetable is ______.36.How many days are there in a week?A. FiveB. SixC. SevenD. EightC37.We will have a ________ next week.38.What is the name of the famous landmark in Egypt?A. Taj MahalB. ColosseumC. Great Pyramid of GizaD. Eiffel TowerC39.She likes to eat ___ (apples/rocks).40.What is the capital of Italy?A. RomeB. MilanC. FlorenceD. VeniceA41.The ______ (果皮) protects the fruit inside.42.The monkey loves to eat ______.43.What is the main ingredient in chocolate?A. MilkB. CocoaC. SugarD. FlourB44.The Earth's atmosphere is vital for protecting ______ life.45.The __________ (历史的展望) inspires hope.46.What is the name of the superhero who wears a cape and can fly?A. Spider-ManB. BatmanC. SupermanD. Iron ManC47.Listen and number.听录音排序。

小学上册第十四次英语第3单元真题试卷

小学上册英语第3单元真题试卷英语试题一、综合题(本题有100小题,每小题1分,共100分.每小题不选、错误,均不给分)1.My brother plays the ______.2.My dad enjoys talking about ____ (history).3. A _______ can grow from a cutting.4. A parakeet enjoys hanging from its ______ (栖木).5.ts are adapted to _____ (极端) environments. Some pla6.What do you call a baby rabbit?A. KitB. PupC. CalfD. Cub7.We have a ______ (有趣的) science experiment to do.8.The bond formed between two atoms is called a _______.9.Each toy has its own special ____. (特点)10.The elephant is the largest _______ (动物).11.Springs can be _______ and stretched.12.古代埃及的________ (writing) 系统是象形文字。

13.The chemical symbol for aluminum is _____.14.My brother is a great ________.15.The _____ (apple) tree provides shade and fruit.16.The _____ (clover) is a small plant with three leaves.17.We should ________ (保护) the environment.18.I enjoy ________ (晨跑) in the park.19.My ________ (朋友) is always there for me when I need help.20.What is the main source of energy for the Earth?A. MoonB. SunC. StarsD. WindB21.What do we call a story that explains a natural occurrence?A. MythB. LegendC. FableD. FolkloreA22.________ (植物生理研究) reveals functioning.23. A ______ (蜥蜴) can be quite colorful and fascinating.24.I like to _____ (paint) my nails.25.We like to eat _____ (pizza/salad) for lunch.26.How many days are in a leap year?A. 365B. 366C. 367D. 364B27.The study of how landscapes change over time is called ______ geography.28.Listen and draw“笑脸”or“委屈”,听录音判断,对的画“笑脸”,错的画“委屈”29.In the fall, trees shed their ______ (叶子).30.The garden is very _______ (美丽的).31. A rocket uses thrust to move _______.32.The suffragette movement fought for _______ rights.33.The French Revolution began in the year ________.34.The flowers are ________ and colorful.35. A saturated fat is a type of _______ that is solid at room temperature.36.What is the main ingredient in pasta?A. RiceB. CornC. WheatD. BeansC37.The ________ was a significant event in the history of civil rights in America.38.She is a _____ (科学家) focused on marine life research.39.The _____ can affect the orbits of nearby planets.40.What do you call a sweet, baked treat made from fruit?A. PieB. TartC. GaletteD. All of the aboveD41.What is the capital of Kenya?A. NairobiB. KampalaC. Addis AbabaD. KigaliA Nairobi42.What do cows give us?A. EggsB. WoolC. MilkD. Honey43.I enjoy ______ (参加) sports tournaments.44.The sandwich is very ___ (tasty/bland).45. A rabbit has long ________________ (耳朵).46.What is the capital of Greece?A. RomeB. AthensC. IstanbulD. CairoB47.The _______ can bring joy to your life.48. (World) Health Organization was established in 1948. The ____49.What is the capital of Hungary?A. BudapestB. DebrecenC. SzegedD. PécsA50.The _______ (The Great Depression) led to significant changes in government policy.51.What is the main ingredient in bread?A. SugarB. FlourC. RiceD. Salt52.My favorite fruit is _____. (orange)53.I often play games with my ____.54.I play with my toy _______ every weekend.55. A compound has properties that are different from its _______.56.What is the opposite of hot?A. ColdB. WarmC. DryD. Wet57.How do you say "hello" in Spanish?A. BonjourB. HalloC. HolaD. CiaoC58.What is 10 7?A. 1B. 2C. 3D. 4C59.The __________ can be used to classify different types of rocks.60.What is the chemical formula for table salt?A. NaClB. KClC. CaCO3D. MgOA61.I love to read books with my __________. (朋友)62.The _______ is great for attracting bees.63.My grandma has a lot of _______ (名词). 她的生活经历很 _______ (形容词).64.My ________ (玩具) is a bridge to friendship.65.What is the opposite of clean?A. DirtyB. TidyC. NeatD. PureA66. _______ (很好). She want67. A goat climbs _______ easily.68.What do you call a book of maps?A. AtlasB. DictionaryC. EncyclopediaD. AlmanacA69.How many hours are in a day?A. 12B. 24C. 36D. 48B70.The ____ has a fluffy coat and loves to play in the snow.71.What do we call a person who collects stamps?A. PhilatelistB. NumismatistC. CollectorD. Hobbyist72.How many states are in the USA?A. 48B. 50C. 52D. 54B73.The sunflowers face the _______ all day long.74.How many players are on a volleyball team?A. 6B. 7C. 8D. 975. A __________ is formed by the accumulation of minerals over time.76.Which color is a stop sign?A. RedB. GreenC. YellowD. BlueA77. A __________ is a reaction that involves a change in temperature.78.What is the smallest planet in our solar system?A. MarsB. VenusC. MercuryD. Earth79.The sky is _____. (blue/fast/happy)80.I like to _______ (看书) at night before bed.81.The butterfly lays its eggs on _______.82.I can ________ (challenge) myself daily.83.I enjoy planting seeds of ________.84.I like to ________ with my family.85.The __________ (历史的警示) remind us of past mistakes.86.The symbol for phosphorus is _______.87.I can ______ (draw) a map of my town.88.What is the name of the ship that sank in 1912?A. LusitaniaB. TitanicC. BritannicD. MayflowerB89.The study of Earth's surface features is known as ______.90.The chemical symbol for neon is ________.91.In _____ (98), there are many castles.92.What is the main purpose of a pencil?A. To eraseB. To drawC. To writeD. To color93.What do we call a person who studies the behavior of people?A. PsychologistB. SociologistC. AnthropologistD. All of the above94.My brother plays soccer with ____.95.What do we call a story that is told through pictures?A. ComicB. NovelC. BiographyD. FolktaleA96.The blanket is very ___ (soft/hard).97.I see a _____ (dragon) in the story.98.My friend is _______ (在弹吉他).99.The __________ (历史的教育意义) shapes future leaders.100.The dolphin is very _______ (聪明) compared to other animals.。

小学下册第6次英语第三单元真题试卷(含答案)

小学下册英语第三单元真题试卷(含答案)考试时间:100分钟(总分:140)A卷一、综合题(共计100题共100分)1. 填空题:The __________ was a time of great technological advancement. (工业革命)2. 听力题:They are eating ice ___. (cream)3. 听力题:They are ___ a game. (playing)4. 填空题:My grandma loves to share her __________ (故事) with us.5. 选择题:Where do fish live?A. On landB. In treesC. In waterD. In the air6. 听力题:A _______ is a deep valley with steep sides.7. 听力题:The chemical formula for potassium dichromate is ______.8. 选择题:Which animal lives in the Arctic?A. LionB. Polar BearC. KangarooD. Elephant答案: B9. 选择题:What is the name of the famous Italian dish made with noodles?A. SushiB. PizzaC. PastaD. Curry答案: C10. 选择题:What do we call the first meal of the day?A. LunchB. DinnerC. BreakfastD. Snack答案: C. Breakfast11. 选择题:What is the name of the popular animated movie about a princess?A. CinderellaB. FrozenC. MoanaD. Mulan答案: B12. 选择题:What is the capital of Cyprus?a. Nicosiab. Larnacac. Paphosd. Famagusta答案:a13. 听力填空题:My favorite game to play is __________. It is exciting because __________. I usually play it with my friends during __________.14. 选择题:What is the term for a plant that lives for more than two years?A. AnnualB. BiennialC. PerennialD. Seasonal答案:C15. 听力填空题:I think learning about different cultures is fascinating. It broadens our understanding of the world. I want to learn more about __________ and its traditions.16. 听力题:The process by which an acid neutralizes a base forms _______ and salt.17. 选择题:How many zeros are in one thousand?A. TwoB. ThreeC. FourD. Five答案: B18. 听力题:An atom is the smallest unit of a ______.19. 填空题:The __________ (社会结构) influences behavior.20. 听力题:A __________ is formed through the interaction of biotic and abiotic factors.21. 选择题:What is the hardest natural substance on Earth?A. GoldB. DiamondC. IronD. Silver答案: B22. 填空题:I keep my toys safe in a special ____. (玩具箱)23. 听力题:A __________ is a reaction that absorbs heat.24. 填空题:I have a toy ________ that can roll.25. 听力题:The process of turning a liquid into a gas is called _______.26. 填空题:I enjoy taking walks in the _____ (公园) to see the flowers.27. environmental policy) guides government actions. 填空题:The ____28. 选择题:What do you call a place where you can see animals?A. ZooB. FarmC. LibraryD. School29. 听力题:The cake is ___ (baking) in the oven.30. 听力题:Some birds build nests to protect their __________.31. 填空题:A tiny ___ (小鱼) swims in the aquarium.32. 听力题:The Earth's outer layer is called the ______.33. 听力题:A ____ has a bushy tail and enjoys climbing trees.34. 选择题:Which animal is known for building dams?A. BeaverB. RabbitC. FoxD. Squirrel答案: A35. 填空题:I enjoy ______ (探索) new places.36. 填空题:I love _____ (花) in the spring.37. 选择题:What is the name of the popular game played with cards?A. ChessB. PokerC. ScrabbleD. MonopolyWhat is the name of the famous ancient city in Greece?A. AthensB. SpartaC. DelphiD. Corinth答案:A39. 填空题:The ______ (金色的蟾蜍) is often found near water.40. 选择题:What is the primary function of the heart?A. To digest foodB. To pump bloodC. To breatheD. To think答案: B41. 填空题:The __________ (历史的沟通) fosters connections.42. 听力题:My brother is a ______. He enjoys running.43. 选择题:What is the capital of Italy?A. VeniceB. RomeC. FlorenceD. Milan答案:B44. 听力题:The pH scale ranges from to ______.45. 填空题:The antelope runs very ______ (快).46. 填空题:I enjoy watching _____ fly in the sky.47. 听力题:The ______ helps with the immune system.What phenomenon causes the Northern Lights?A. StarsB. Aurora BorealisC. Solar FlaresD. Meteors49. 听力题:In a chemical reaction, products are formed from the _____ of reactants.50. 听力题:The main component of air is ______.51. 填空题:The ______ (生态复苏) involves planting native plants.52. 选择题:What is the capital of Italy?A. NaplesB. RomeC. MilanD. Florence答案:B. Rome53. 填空题:The famous artist painted a beautiful _____ (画).54. 选择题:What do you call the study of the Earth's surface?A. GeographyB. GeologyC. MeteorologyD. Ecology答案:A55. 填空题:A barn owl hunts for ________________ (老鼠).56. 听力题:My ______ plays basketball on weekends.57. 选择题:How many bones are in the human body?A. 206B. 205C. 207D. 20858. 填空题:I love to play ________ (户外游戏).59. 选择题:What is the largest planet in our solar system?A. EarthB. MarsC. JupiterD. Venus60. 选择题:What is the capital of Japan?A. SeoulB. TokyoC. BeijingD. Bangkok答案:B61. 听一听,选一选。

唐山“PEP”2024年11版小学4年级上册第8次英语第二单元寒假试卷[含答案]

唐山“PEP”2024年11版小学4年级上册英语第二单元寒假试卷[含答案]考试时间:90分钟(总分:120)A卷考试人:_________题号一二三四五总分得分一、综合题(共计100题)1、听力题:The main gas in the atmosphere is _____.2、听力题:The Great Barrier Reef is found off the coast of __________.3、填空题:The engineer, ______ (工程师), builds bridges.4、听力题:The sun sets in the ___ (west/east).5、听力题:A chemical reaction that occurs in living organisms is called ______.6、听力题:The capital of Uzbekistan is __________.7、听力题:The Earth's surface is shaped by both internal and external ______.8、填空题:The __________ (文化表达) reflects identity.9、填空题:The horse gallops across the ______.10、What is the main purpose of a school?A. To playB. To learnD. To sleep11、听力题:The ancient Egyptians built ________ to honor their dead.12、What do you call the person who teaches you at school?A. DoctorB. TeacherC. EngineerD. Chef答案: B13、What do you call the person who flies a plane?A. PilotB. DriverC. CaptainD. Sailor答案:A14、听力填空题:I think it’s essential to have goals in life. They give us direction and purpose. I set goals for myself by __________ and tracking my progress.15、What do we call the story of someone's life?A. FictionB. BiographyC. NovelD. Poem16、Which of these is a type of cloud?A. CumulusB. OceanusC. MountainusD. Forestus17、听力题:A solution with a pH of is considered ______.18、填空题:The __________ (文化遗产) of a country is important to preserve.19、How do you say "mother" in French?A. MèreB. MadreD. Mama20、How many continents are in the world?A. 5B. 6C. 7D. 821、听力题:The chicken lays _____ eggs.22、听力题:A trench is a deep ______ in the ocean floor.23、填空题:We should _______ (保持)我们的环境干净。

  1. 1、下载文档前请自行甄别文档内容的完整性,平台不提供额外的编辑、内容补充、找答案等附加服务。
  2. 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
  3. 3、如文档侵犯您的权益,请联系客服反馈,我们会尽快为您处理(人工客服工作时间:9:00-18:30)。

a r X i v :a s t r o -p h /0210207v 1 9 O c t 2002Nature of fault planes in solid neutron star matterP.B.JonesUniversity of Oxford,Department of Physics,Denys Wilkinson Building,Keble Road,Oxford OX13RH,UKp.jones1@ABSTRACTThe properties of tectonic earthquake sources are compared with those deduced here for fault planes in solid neutron-star matter.The conclusion that neutron-star matter cannot exhibit brittle fracture at any temperature or magnetic field strength is significant for current theories of pulsar glitches,and of the anomalous X-ray pulsars and soft-gamma repeaters.Subject headings:stars:neutron -pulsars:general -X-rays:stars1.IntroductionIt is widely assumed that brittle fractures caused by Maxwell or other stresses in neutron star crusts are involved in a number of phenomena,for example,the soft gamma repeaters (SGR),the persistent emission of the anomalous X-ray pulsars (AXP)(Thompson et al 2000),and large pulsar glitches (Ruderman,Zhu &Chen 1998).In cur-rent theories of the AXP and SGR sources,brittle fractures,propagating with a velocity of the or-der of the shear-wave velocity c s ,generate shear waves which in turn couple with magnetospheric Alfv´e n modes.At angular frequencies ω≈104−5rad s −1,the coupling is thought to be an efficient mechanism for energy transfer to the magneto-sphere,as shown by Blaes et al (1989).Statistical comparisons of SGR burst properties with those of terrestrial earthquakes are not inconsistent with the brittle fracture assumption (Hurley et al 1994,Cheng et al 1996,Gogus et al 1999).However,the purpose of this letter is to note that elementary deductions of the properties of neutron-star fault planes show that brittle fracture is not possible.2.Neutron-star fault planesThe relation between stability and stratification for neutron star matter (Reisenegger &Goldreich 1992;see also Jones 2002)constrains the move-ment of matter,bounded by any fault plane whichmay be formed,to an almost exactly spherical equipotential surface.Shear strain (for in-plane shear)is shown in Figure 1by the displacement of a series of constant surfaces in Lagrangian co-ordinates which intersect a local element of the fault plane xz .In the neutron star case,it might be caused by a changing Maxwell stress reflect-ing evolution of the internal magnetic flux den-sity distribution.The components σij of the stress tensor act on the surfaces of the volume elements shown on opposite sides of the fault-plane.(We assume an isotropic elastic medium in which,be-fore fracture,stress propagates perfectly across the plane.)In the brittle fracture of a terrestrial earth-quake,the stress falls at the instant of failure from f =σxy to a much smaller value (zero in the ideal case).Stress energy is largely converted to kinetic energy so that strain relaxation ∆ǫoccurs with an acceleration ˙v such that shear waves are gener-ated efficiently (see Kostrov &Das 1988concern-ing the definition of a tectonic earthquake source).The mechanical properties of terrestrial matter,as a function of depth,have been tabulated,for example,in Kaye &Laby (1986).At a typical earthquake focus depth of 15km,the pressure P ≈10−2µ,where µis the shear modulus.Crack propagation is possible because P is not so large that it inhibits void formation behind the tip.At greater depths,the increases in T/T m ,where T m is the melting temperature,and in P/µboth inhibit the void formation which is necessary for crack 1propagation.Thus a transition to plastic stress-response occurs at approximately20km depth be-cause dislocation glide is not pressure-inhibited (see Scholz1990).Tectonic earthquake sources are not found in the plastic region.The deep-focus sources,which occur in subduction zones at depths up to500km,are probably intermittently running polymorphic phase transitions,following the original idea of P.W.Bridgman(1945).The contrast with neutron-star matter is ex-treme because the latter is not absolutely sta-ble,being in equilibrium only atfinite pressure. Those isotropic components of the stress tensor derived from the electrons and from Coulomb in-teraction(the Coulomb-electron partial pressure P Ce which excludes the neutron partial pressure) are one or two orders of magnitude larger than the shear modulus and this largely determines the structure of defects such as monovacancies(Jones 1999).The way in which the nearest neighbours to a monovacancy site relax by displacement con-siderably reduces the monovacancy formation en-thalpy,for example,to13Mev at a matter density of8×1013g cm−3in the neutron-drip region.Such relaxation is not possible for the nuclei surround-ing a void whose linear dimension is of the order of,or greater than,the relativistic electron screen-ing length.In any solid for which the inequality P Ce≫µis satisfied,it is anticipated that a void, even if formed,would be unstable against dissocia-tion to monovacancies with a lifetime,in neutron-star matter,perhaps of the order of10−21s.Thus we can assert that nuclei at a fault plane may have different,probably less,small-distance order than exists elsewhere but almost the same nearest-neighbour separations.Reference to the theory of crack stability(Anderson1995,see also Landau& Lifshitz1970)shows that,in brittle fracture,the important properties of the stress distribution of an unstable crack are the zero on the fault plane and the singularity at its tip(in the ideal case) which enable it to propagate into regions of much lower stress.These do not exist in neutron stars owing to the impossibility of forming a sufficiently long-lived void.Previous formation enthalpy calculations(Jones 2001)have shown that an amorphous heteroge-neous solid phase is formed in the crust and is likely to persist as the star cools.The mean square deviation4ρa¨s=∆f−fs4f/ρas o is small compared with the values 104−5rad s−1for which there is efficient coupling of shear and Alfv´e n waves.(It is˜ω=6.3×102 rad s−1for the maximum shear stress1027dyne cm−2,ρ=1014g cm−3,and s o=a=104cm.) In principle,adiabatic heating on the fault surface could lead to a localized solid-liquid phase transi-tion,the reduction in viscosity by many orders of magnitude giving slip velocities much larger than ˜ωs p.An order of magnitude estimate of the con-dition that slip and adiabatic heating should in-crease the temperature to T m on the fault surface is given by f o s p≈CT mtypical density of8×1013g cm−3,T m=5.8×109 K for the lattice parameters given by Negele&Vautherin(1973).The specific heat is almost en-tirely that of normal neutrons;C=4.9×1020erg cm−3K−1for an effective mass of0.8m n(seePines&Nozieres1966).The thermal conductiv-ityκ=1×1020erg cm−1s−1K−1has been esti-mated from the electron conductivity results givenby Gnedin et al(2001).For f o≈1027dyne cm−2, this condition shows that a local slip distance ex-ceeding s p≈50cm would be required to increase the fault surface temperature to T m.Thus a slipof this order of magnitude could produce meltingand subsequent slip velocities much larger than ˜ωs p.But the assumption of a single shear band in the form of a cylindrical fault surface is unique and does not appear realistic.The general case is of more complex movements,with considerable de-formation,in the form of plasticflow where stress transfer produces many distinct shear bands with small slip distances not satisfying the melting con-dition.In suchflow,the velocity v≈c s∆ǫand ac-celeration˙v≈ωv necessary for efficient shear wave generation at angular velocityωare not reached.3.ConclusionsOur conclusion is that the strain relaxation con-ditions necessary for the generation of shear waves are not present in neutron stars.This need not have a great impact on theories of the pulsar glitch phenomena.In the theory of Ruderman,Zhu& Chen(1998),the movements caused by Maxwell stress and by spin-down of the neutron super-fluid in the core can be many orders of magnitude slower than those associated with brittle fracture and yet remain consistent with the observed up-per limit on the spin-up time for Vela glitches.But the hypothesis that a plastic-brittle transition,on cooling to internal temperature T≈10−1T m at ages between103and104yr,is responsible for the absence of large glitches in very young pulsars is not consistent with the properties of neutron-star matter fault-planes deduced here.These may also be useful in determining the mechanism for en-ergy release in AXP and SGR sources(Thompson &Duncan1996,Thompson et al2000).These au-thors assume that a plastic-brittle transition oc-curs at internal magneticflux densities near to √Bµ=Negele,J.W.,&Vautherin,G.1973,Nucl.Phys.A.,207,298Pines,D.,&Nozieres,P.1966,The Theory of Quantum Liquids,p.20(W.A.Benjamin,New York)Reisenegger,A.,&Goldreich,P.1992,ApJ,395, 240Ruderman,M.,Zhu,T.,&Chen,K.1998,ApJ, 492,267Scholz, C.H.1990,Mechanics of Earthquakes and Faulting,p.35,179(Cambridge University Press)Thompson,C.,&Duncan,R.C.1996,ApJ,473, 322Thompson, C.,Duncan,R.C.,Woods,P.M., Kouveliotou,C.,Finger,F.H.,&van Paradijs, J.2000,ApJ,543,340Thompson,C.,Lyutikov,M.,&Kulkarni,S.R.2002ApJ,574,332Xing,L.Q.,Eckert,J.,&Schultz,L.1999,Nanos-tructured Materials,12,503(Elsevier Science Ltd)Fig. 1.—For in-plane shear,with displacement shown by a series of constant surfaces in La-grangian coordinates,the components of the stress tensor acting on volume elements on opposite sidesof the y=0fault-plane are f=σxy before fail-ure.In ideal brittle failure,f=0immediately afterwards and strain relaxation occurs with ac-celeration˙v such that stress energy is efficiently converted to shear waves.For neutron-star mat-ter,f can exhibit no sudden decrease.5。

相关文档
最新文档