国际著名岩土类SCI期刊中英文简介
岩土SCi英文期刊总结
岩土SCi期刊数量相比结构工程少很多，顶级期刊有部分，现按照岩石、土力学、土工计算等几个方向进行分类如下：（eg 分别给出了检索数据库/出版社、杂志名称、中文名、国别）。
岩石：①Elesiver ：International journal of rock mechanics and mining sciences（国际岩石力学及采矿科学杂志）②Springer：Rock mechanics and Rock engineering（岩石力学和岩石工程）土力学：①SCI：Geotechnique 英国Pcundall②ASCE：Journal of geotechnical and Geoenvironment Engineering 美国③SCi ：Candian Geotechnical Engineering 加拿大④Elesiver：Soil and Foundation 日本土工计算：①Wiley：International journal of Numerical and analytical methods in geomechanics②Elsiver：computer and geotech(计算机与岩土技术）三个杂志：①ANSI：Geotechnical Testing journal②Springger：Acta Geotechnical （岩土工程学报）③ASCE ：International journal of Geomechanics（国际地质学学报）比较边缘两种杂志①Springer：Geological and Geotechnical Engineering（地质与岩土工程）②Toylor ：Geomechanics and Geoengineering③Elesiver: Engineering geology④Springer：Bulletin of engineering geology and environment（工程地质与环境通报）隧道①Tunnelling and underground space technology地震①Earthquake engineering and strutrual dynamics②Soil dynamics and Earthquake engineering。
国际著名岩土工程SCI期刊中英文简介
1. Canadian Geotechnical Journal 加拿大岩土工程学报1963年开始出版，世界上发行量最大的三家岩土工程学术期刊之一，以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名月刊SCI期刊ISSN : 1208-6010主编：Dr. Ian Moore, Queen's Universityhttp://pubs.nrc-cnrc.gc.ca/rp-ps ... de=cgj&lang=eng/ehost/d ... #db=aph&jid=35HPublished since 1963, this monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers, theoreticians, and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Papers on actual case records from practice are encouraged and frequently featured.2. Geotechnical Engineering, Proceedings of ICE 岩土工程/journals/英国土木工程师协会（ICE）主办，集中了岩土工程实践中的所有方面内容，包括工程实例、工程设计讨论、计算机辅助设计等SCI期刊双月刊影响因子(2006): 0.286 ISSN 1353-2618 (Print) ISSN 1751-8563 (Online)Geotechnical Engineering covers all aspects of geotechnical engineering including tunnelling, foundations, retaining walls, embankments, diaphragm walls, piling, subsidence, soil mechanics and geoenvironmental engineering. Presented in the form of reports, design discussions, methodologies and case records it forms an invaluable reference work, highlighting projects which are interesting and innovative.Geotechnical Engineering publishes six issues per year.3. Géotechnique, Proceedings of ICE 土工国际著名的有关土力学、岩石力学、工程地质、环境岩土工程的岩土技术期刊，每期只刊登几篇文章，都是鸿篇巨著。
岩土工程中英文对照外文翻译文献
中英文对照外文翻译(文档含英文原文和中文翻译)原文:Safety Assurance for Challenging Geotechnical Civil Engineering Constructions in Urban AreasAbstractSafety is the most important aspect during design, construction and service time of any structure, especially for challenging projects like high-rise buildings and tunnels in urban areas. A high level design considering the soil-structure interaction, based on a qualified soil investigation is required for a safe and optimised design. Dueto the complexity of geotechnical constructions the safety assurance guaranteed by the 4-eye-principle is essential. The 4-eye-principle consists of an independent peer review by publicly certified experts combined with the observational method. The paper presents the fundamental aspects of safety assurance by the 4-eye-principle. The application is explained on several examples, as deep excavations, complex foundation systems for high-rise buildings and tunnel constructions in urban areas. The experiences made in the planning, design and construction phases are explained and for new inner urban projects recommendations are given.Key words: Natural Asset; Financial Value; Neural Network1.IntroductionA safety design and construction of challenging projects in urban areas is based on the following main aspects:Qualified experts for planning, design and construction;Interaction between architects, structural engineers and geotechnical engineers;Adequate soil investigation;Design of deep foundation systems using the FiniteElement-Method (FEM) in combination with enhanced in-situ load tests for calibrating the soil parameters used in the numerical simulations;Quality assurance by an independent peer review process and the observational method (4-eye-principle).These facts will be explained by large construction projects which are located in difficult soil and groundwater conditions.2.The 4-Eye-PrincipleThe basis for safety assurance is the 4-eye-principle. This 4-eye-principle is a process of an independent peer review as shown in Figure 1. It consists of 3 parts. The investor, the experts for planning and design and the construction company belong to the first division. Planning and design are done accordingto the requirements of the investor and all relevant documents to obtain the building permission are prepared. The building authorities are the second part and are responsible for the buildingpermission which is given to the investor. The thirddivision consists of the publicly certified experts.They are appointed by the building authorities but work as independent experts. They are responsible for the technical supervision of the planning, design and the construction.In order to achieve the license as a publicly certified expert for geotechnical engineering by the building authorities intensive studies of geotechnical engineering in university and large experiences in geotechnical engineering with special knowledge about the soil-structure interaction have to be proven.The independent peer review by publicly certified experts for geotechnical engineering makes sure that all information including the results of the soil investigation consisting of labor field tests and the boundary conditions defined for the geotechnical design are complete and correct.In the case of a defect or collapse the publicly certified expert for geotechnical engineering can be involved as an independent expert to find out the reasons for the defect or damage and to develop a concept for stabilization and reconstruction [1].For all difficult projects an independent peer review is essential for the successful realization of the project.3.Observational MethodThe observational method is practical to projects with difficult boundary conditions for verification of the design during the construction time and, if necessary, during service time. For example in the European Standard Eurocode 7 (EC 7) the effect and the boundary conditions of the observational method are defined.The application of the observational method is recommended for the following types of construction projects [2]:very complicated/complex projects;projects with a distinctive soil-structure-interaction,e.g. mixed shallow and deep foundations, retaining walls for deep excavations, Combined Pile-Raft Foundations (CPRFs);projects with a high and variable water pressure;complex interaction situations consisting of ground,excavation and neighbouring buildings and structures;projects with pore-water pressures reducing the stability;projects on slopes.The observational method is always a combination of the common geotechnical investigations before and during the construction phase together with the theoretical modeling and a plan of contingency actions(Figure 2). Only monitoring to ensure the stability and the service ability of the structure is not sufficient and,according to the standardization, not permitted for this purpose. Overall the observational method is an institutionalized controlling instrument to verify the soil and rock mechanical modeling [3,4].The identification of all potential failure mechanismsis essential for defining the measure concept. The concept has to be designed in that way that all these mechanisms can be observed. The measurements need to beof an adequate accuracy to allow the identification ocritical tendencies. The required accuracy as well as the boundary values need to be identified within the design phase of the observational method . Contingency actions needs to be planned in the design phase of the observational method and depend on the ductility of the systems.The observational method must not be seen as a potential alternative for a comprehensive soil investigation campaign. A comprehensive soil investigation campaignis in any way of essential importance. Additionally the observational method is a tool of quality assurance and allows the verification of the parameters and calculations applied in the design phase. The observational method helps to achieve an economic and save construction [5].4.In-Situ Load TestOn project and site related soil investigations with coredrillings and laboratory tests the soil parameters are determined. Laboratory tests are important and essential for the initial definition of soil mechanical properties of the soil layer, but usually not sufficient for an entire and realistic capture of the complex conditions, caused by theinteraction of subsoil and construction [6].In order to reliably determine the ultimate bearing capacity of piles, load tests need to be carried out [7]. Forpile load tests often very high counter weights or strong anchor systems are necessary. By using the Osterberg method high loads can be reached without install inganchors or counter weights. Hydraulic jacks induce the load in the pile using the pile itself partly as abutment.The results of the field tests allow a calibration of the numerical simulations.The principle scheme of pile load tests is shown in Figure 3.5.Examples for Engineering Practice5.1. Classic Pile Foundation for a High-Rise Building in Frankfurt Clay and LimestoneIn the downtown of Frankfurt am Main, Germany, on aconstruction site of 17,400 m2 the high-rise buildingproject “PalaisQuartier” has been realized (Figure 4). The construction was finished in 2010.The complex consists of several structures with a total of 180,000 m2 floor space, there of 60,000 m2 underground (Figure 5). The project includes the historic building “Thurn-und Taxis-Palais” whose facade has been preserved (Unit A). The office building (Unit B),which is the highest building of the project with a height of 136 m has 34 floors each with a floor space of 1340 m2. The hotel building (Unit C) has a height of 99 m with 24 upper floors. The retail area (Unit D)runs along the total length of the eastern part of the site and consists of eight upper floors with a total height of 43 m.The underground parking garage with five floors spans across the complete project area. With an 8 m high first sublevel, partially with mezzanine floor, and four more sub-levels the foundation depth results to 22 m below ground level. There by excavation bottom is at 80m above sea level (msl). A total of 302 foundation piles(diameter up to 1.86 m, length up to 27 m) reach down to depths of 53.2 m to 70.1 m. above sea level depending on the structural requirements.The pile head of the 543 retaining wall piles (diameter1.5 m, length up to 38 m)were located between 94.1 m and 99.6 m above sea level, the pile base was between 59.8 m and 73.4 m above sea level depending on the structural requirements. As shown in the sectional view(Figure 6), the upper part of the piles is in the Frankfurt Clay and the base of the piles is set in the rocky Frankfurt Limestone.Regarding the large number of piles and the high pile loads a pile load test has been carried out for optimization of the classic pile foundation. Osterberg-Cells(O-Cells) have been installed in two levels in order to assess the influence of pile shaft grouting on the limit skin friction of the piles in the Frankfurt Limestone(Figure 6). The test pile with a total length of 12.9 m and a diameter of 1.68 m consist of three segments and has been installed in the Frankfurt Limestone layer 31.7 m below ground level. The upper pile segment above the upper cell level and the middle pile segment between the two cell levels can be tested independently. In the first phase of the test the upper part was loaded by using the middle and the lower part as abutment. A limit of 24 MN could be reached (Figure 7). The upper segment was lifted about 1.5 cm, the settlement of the middle and lower part was 1.0 cm. The mobilized shaft friction was about 830 kN/m2.Subsequently the upper pile segment was uncoupled by discharging the upper cell level. In the second test phase the middle pile segment was loaded by using the lower segment as abutment. The limit load of the middle segment with shaft grouting was 27.5 MN (Figure 7).The skin friction was 1040 kN/m2, this means 24% higher than without shaft grouting. Based on the results of the pile load test using O-Cells the majority of the 290 foundation piles were made by applying shaft grouting. Due to pile load test the total length of was reduced significantly.5.2. CPRF for a High-Rise Building in Clay MarlIn the scope of the project Mirax Plaza in Kiev, Ukraine,2 high-rise buildings, each of them 192 m (46 storeys)high, a shopping and entertainment mall and an underground parking are under construction (Figure 8). The area of the project is about 294,000 m2 and cuts a 30 m high natural slope.The geotechnical investigations have been executed 70m deep. The soil conditions at the construction site are as follows: fill to a depth of 2 m to 3mquaternary silty sand and sandy silt with a thickness of 5 m to 10 m tertiary silt and sand (Charkow and Poltaw formation) with a thickness of 0 m to 24 m tertiary clayey silt and clay marl of the Kiev and But schak formation with a thickness of about 20 m tertiary fine sand of the But schak formation up to the investigation depthThe ground water level is in a depth of about 2 m below the ground surface. The soil conditions and a cross section of the project are shown in Figure 9.For verification of the shaft and base resistance of the deep foundation elements and for calibration of the numerical simulations pile load tests have been carried out on the construction yard. The piles had a diameter of 0.82 m and a length of about 10 m to 44 m. Using the results of the load tests the back analysis for verification of the FEM simulations was done. The soil properties in accordance with the results of the back analysis were partly 3 times higher than indicated in the geotechnical report. Figure 10 shows the results of the load test No. 2 and the numerical back analysis. Measurement and calculation show a good accordance.The obtained results of the pile load tests and of the executed back analysis were applied in 3-dimensionalFEM-simulations of the foundation for Tower A, taking advantage of the symmetry of the footprint of the building. The overall load of the Tower A is about 2200 MN and the area of the foundation about 2000 m2 (Figure11).The foundation design considers a CPRF with 64 barrettes with 33 m length and a cross section of 2.8 m × 0.8m. The raft of 3 m thickness is located in Kiev Clay Marl at about 10 m depth below the ground surface. The barrettes are penetrating the layer of Kiev Clay Marl reaching the Butschak Sands.The calculated loads on the barrettes were in the range of 22.1 MN to 44.5 MN. The load on the outer barrettes was about 41.2 MN to 44.5 MN which significantly exceeds the loads on the inner barrettes with the maximum value of 30.7 MN. This behavior is typical for a CPRF.The outer deep foundation elements take more loads because of their higher stiffness due to the higher volume of the activated soil. The CPRF coefficient is 0.88 =CPRF . Maximum settlements of about 12 cm werecalculated due to the settlement-relevant load of 85% of the total design load. The pressure under the foundation raft is calculated in the most areas not exceeding 200 kN/m2, at the raft edge the pressure reaches 400 kN/m2.The calculated base pressure of the outer barrettes has anaverage of 5100 kN/m2 and for inner barrettes an average of 4130 kN/m2. The mobilized shaft resistance increases with the depth reaching 180 kN/m2 for outer barrettes and 150 kN/m2 for inner barrettes.During the construction of Mirax Plaza the observational method according to EC 7 is applied. Especially the distribution of the loads between the barrettes and the raft is monitored. For this reason 3 earth pressure devices were installed under the raft and 2 barrettes (most loaded outer barrette and average loaded inner barrette) were instrumented over the length.In the scope of the project Mirax Plaza the new allowable shaft resistance and base resistance were defined for typical soil layers in Kiev. This unique experience will be used for the skyscrapers of new generation in Ukraine.The CPRF of the high-rise building project MiraxPlaza represents the first authorized CPRF in the Ukraine. Using the advanced optimization approaches and taking advantage of the positive effect of CPRF the number of barrettes could be reduced from 120 barrettes with 40 mlength to 64 barrettes with 33 m length. The foundation optimization leads to considerable decrease of the utilized resources (cement, aggregates, water, energy etc.)and cost savings of about 3.3 Million US$.译文:安全保证岩土公民发起挑战工程建设在城市地区摘要安全是最重要的方面在设计、施工和服务时间的任何结构,特别是对具有挑战性的项目,如高层建筑和隧道在城市地区。
国内外著名岩土工程期刊
8. International Journal for Numerical and Analytical Methods in Geomechanics
国际岩土力学中的数值和解析方法学报
SCI 期刊。 集中了岩土工程实践 中的所有方面内容，包括工程实 例、工程设计讨论、计算机辅助 设计等，对结构和岩土工程师极 有帮助 。
9.Geotextiles and Geomembranes Journal 土工织物和土工膜学报 （英国）
SCI、EI收录期刊。1984年 创刊，探讨渗透性和非渗透性 合成纤维纺织物与膜等工程材 料在公路、铁路、机场、拦洪 结构、堤岸、运 河、水库、护 岸、海岸工程等土木工程中的 应用问题，发表研究论文和评 论。
1. Canadian Geotechnical Journal
加拿大岩土工程学报
月刊，SCI期刊。1963 年 开始出版，世界上发行量最大 的三家岩土工程学术期刊之 一，以刊登有关基础、隧道、 水坝、边坡问题精彩文章及相 关学科的新技术、新发展而闻 名。
2. Géotechnique
土工（英文版或法文版）
SCI 期刊。国际著名的有 关土力学、岩石力学、工程 地质、环境岩土工程的岩土 技术期刊，每期只刊登几篇 文章，都是鸿篇巨著。
3. Journal of Geotechnical and Geoenvironmental Engineering
岩土与环境岩土CE)主办的杂志之一， 以土力学及基础工程方面的内 容为主，主题偏向于工程应用。
4. Soils and Foundations
土和地基（日本）
著名SCI期刊。日本的 土工试验技术手段和科研 进展是世界一流的。
5. Computers and Geotechnics 计算机与土工学（英国）
国际著名岩土工程SCI期刊中英文简介
1. Canadian Geotechnical Journal 加拿大岩土工程学报1963年开始出版，世界上发行量最大的三家岩土工程学术期刊之一，以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名月刊SCI期刊ISSN : 1208-6010主编：Dr. Ian Moore, Queen's Universityhttp://pubs.nrc-cnrc.gc.ca/rp-ps ... de=cgj&lang=eng/ehost/d ... #db=aph&jid=35HPublished since 1963, this monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers, theoreticians, and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Papers on actual case records from practice are encouraged and frequently featured.2. Geotechnical Engineering, Proceedings of ICE 岩土工程/journals/英国土木工程师协会（ICE）主办，集中了岩土工程实践中的所有方面内容，包括工程实例、工程设计讨论、计算机辅助设计等SCI期刊双月刊影响因子(2006): 0.286 ISSN 1353-2618 (Print) ISSN 1751-8563 (Online)Geotechnical Engineering covers all aspects of geotechnical engineering including tunnelling, foundations, retaining walls, embankments, diaphragm walls, piling, subsidence, soil mechanics and geoenvironmental engineering. Presented in the form of reports, design discussions, methodologies and case records it forms an invaluable reference work, highlighting projects which are interesting and innovative.Geotechnical Engineering publishes six issues per year.3. Géotechnique, Proceedings of ICE 土工国际著名的有关土力学、岩石力学、工程地质、环境岩土工程的岩土技术期刊，每期只刊登几篇文章，都是鸿篇巨著。
部分岩土SCI期刊
部分岩土SCI期刊岩土SCI的影响因子一般比较小，ISI认定的最牛的四大刊分别是Geotechnique、Canadian Geotechnical Journal、ASCE、Soil and FoundationGeotechnique 土工影响因子1.461（2012)国际著名的有关土力学、岩石力学、工程地质、环境岩土工程的岩土技术期刊。
岩土工程界最牛的期刊。
Established in 1948, Géotechnique is the world's premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. G éotechniqueprovides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.Canadian Geotechnical Journal 加拿大岩土工程学报影响因子0.867（2012)主编：Dr. Ian Moore, Queen's University以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名。
Published since 1963, this monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamentalbehaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.Journal of Geotechnical and Geoenvironmental Engineering(ASCE)岩土及环境岩土学报影响因子1.156（2012)美国土木工程师协会(ASCE)主办的杂志之一，以土力学及基础工程方面的内容为主，主题偏向于设计方法、工程应用等。
岩土工程三大刊简介及影响因子_水印
Journal of Geotechnical and Geoenvironmental Engineering
The Journal of Geotechnical and Geoenvironmental Engineering covers the broad
area of practice known as geotechnical engineering. Papers are welcomed on topics
大 土化学，废弃物管理，土工合成物，离岸工程，冰，冻土和北部寒冷地区工程，
风险分析和可靠度分析，模型试验和数值模拟。与实际工程相关的话题更受欢迎， 包括工程案例的记录。纯理论研究一般不予发表，除非是和特定话题相关，诸如
港 非饱和土力学或者寒冷地区岩土工程或者有直接的应用价值。 金
紫
engineering, environmental geotechnics, geosynthetics, computer modeling,
groundwater monitoring and restoration, and coastal and geotechnical ocean
engineering. Authors are also encouraged to submit papers on new and emerging
的广泛应用领域。诸如关于基础工程，围护结构，土动力学，土与岩石的工程特 性，现场特征，边坡稳定，坝，岩石工程，地震工程，环境岩土，土工合成物，
大 计算机模拟，地下水监测和恢复，沿岸和海洋工程的文章欢迎投稿。新而迫切的
关于岩土工程的文章也鼓励投稿。理论方面的文章也欢迎投稿，但需要该理论有
国际著名岩土类SCIEI期刊中英文简介
国际著名岩土类SCI/EI期刊中英文简介[转载]国际著名岩土力学、工程地质学报（期刊）索引国际著名岩土力学、工程地质学报（期刊）索引(转载)国际著名岩土力学、工程地质学报（期刊）索引1.《Engineering Geology》——An International Journal, Elsevier------------《工程地质》——国际学报2.《The Quarterly Journal of Engineering Geology》，U.K.---------------------《工程地质季刊学报》3.《News Journal, International Society for Rock Mechanics》-----------《国际岩石力学学会信息学报》4.《International Journal of Rock Mechanics and Mining Sciences》---------《国际岩石力学与矿业科学学报》（包括岩土力学文摘）5.《Rock Mechanics and Rock Engineering》----------------------------《岩石力学与岩石工程》6.《Felsbau》[G.]---------------------------------《岩石力学》，奥地利地质力学学会(AGG)主办7. Geomechnik and Tunnelbau (G.)——Geomechanics and Tunnelling---------------《地质力学与隧道工程》——奥地利地质力学学会（ACC）主办8.《GEOTECHNIGUE》-------------------------------------《岩土力学》，英国土木工程师学会ICE主办9.《Journal of Geotechnical & Geoenvironmental Engineering》(formerly Journal ofGeotechnical Engineering)-----------岩土工程与环境岩土工程学报》，改版前称《岩土工程学报》，美国土木工程师学会ASCE主办。
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之前tangzhichengok 虫子发过一个【分享】岩土领域内几个SCI期刊，连接如下：/bbs/viewthread.php?tid=1754221我稍微做点补充吧！国际著名岩土类SCI期刊中英文简介转载请注明原出处：临峰山庄 详细介绍1. Canadian Geotechnical Journal加拿大岩土工程杂志，1963年开始出版，世界上发行量最大的三家岩土工程学术期刊之一，以刊登有关基础、隧道、水坝、边坡问题精彩文章及相关学科的新技术、新发展而闻名月刊SCI期刊主编：Dr. Ian Moore, Queen's Universityhttp://pubs.nrc-cnrc.gc.ca/rp-ps ... de=cgj&lang=eng/ehost/d ... #db=aph&jid=35Hmonthly ISSN : 1208-6010 影响因子Impact factor: 0.542NATL RESEARCH COUNCIL CANADA, RESEARCH JOURNALS,MONTREAL RD, OTTAWA, CANADA, K1A 0R6Published since 1963, this monthly journal features articles, notes, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers, theoreticians, and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Papers on actual case records from practice are encouraged and frequently featured.更多资讯请上浏览2. Geotechnical Engineering, Proceedings of ICE/journals/英国土木工程师协会（ICE）主办，集中了岩土工程实践中的所有方面内容，包括工程实例、工程设计讨论、计算机辅助设计等SCI期刊双月刊影响因子(2006): 0.286 Geotechnical Engineering covers all aspects of geotechnical engineering including tunnelling, foundations, retaining walls, embankments, diaphragm walls, piling, subsidence, soil mechanics and geoenvironmental engineering.Presented in the form of reports, design discussions, methodologies and case records it forms an invaluable reference work, highlighting projects which are interesting and innovative.Geotechnical Engineering publishes six issues per year.ISSN 1353-2618 (Print)ISSN 1751-8563 (Online)Impact Factor (2006): 0.2863. Géotechnique, Proceedings of ICE国际著名的有关土力学、岩石力学、工程地质、环境岩土工程的岩土技术期刊，每期只刊登几篇文章，都是鸿篇巨著。
英文版或法文版。
SCI 期刊影响因子Impact factor (2005):1.203Established for almost 60 years, Géotechnique is ICE's world-leading geotechnics journal, publishing the cream of the international community's output on all aspects of geotechnical engineeringSubject coverage: Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.Géotechnique is published ten times per year: February–June, August–December. Indexed by SCI, Current Contents, Compendex, Geo Abstracts, Elsevier Science Direct, Citeseer and others.4. Journal of Geotechnical and Geoenvironmental Engineering (ASCE)美国土木工程师协会(ASCE)主办的杂志之一，以土力学及基础工程方面的内容为主，主题偏向于工程应用。
月刊，属于SCI检索期刊Editor: Jonathan P. Stewart, Ph.D., P.E., University of California, Los Angeles Frequency: Monthly ISSN: 1090-0241ASCE-AMER SOC CIVIL ENGINEERS, 1801 ALEXANDER BELL DR, RESTON, VA, 20191-4400/journals/ge ... nmental/default.htm简介：The Journal of Geotechnical and Geoenvironmental Engineering covers the broad area of practice known as geotechnical engineering. Papers are welcomed on topics such as foundations, retaining structures, soil dynamics, engineering behavior of soil and rock, site characterization, slope stability, dams, rock engineering, earthquake engineering, environmental geotechnics, geosynthetics, computer modeling, groundwater monitoring and restoration, and coastal and geotechnical ocean engineering. Authors are also encouraged to submit papers on new and emerging topics within the general discipline of geotechnical engineering. Theoretical papers are welcomed, but there should be a clear and significant potential for practical application of the theory. Practice-oriented papers and case studies are particularly welcomed and encouraged.更多资讯请上浏览5. GEOTECHNICAL TESTING JOURNAL美国ASTM主办，偏重于土工试验手段、仪器开发等。
SCI 期刊。
旬刊Quarterly ISSN: 0149-6115AMER SOC TESTING MATERIALS, 100 BARR HARBOR DR, W CONSHOHOCKEN, PA, 19428-29596. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS国际岩土力学数值和解析方法期刊/journal/3312/home月刊，集中了岩土工程实践中的所有方面内容，包括工程实例、工程设计讨论、计算机辅助设计等，对结构和岩土工程师极有帮助 SCI 期刊Geomechanics is an interdisciplinary field dealing with the mechanical behaviour of, and fluid flow and transport phenomena in geomaterials (soils, rocks, concrete, ice, snow, powders and ceramics), and their role in diverse applications in geological, geotechnical, structural, earthquake, environmental, mining, offshore and petroleum engineering. Thejournal emphasizes contributions to the understanding of the complex properties of geomaterials through experimental measurements, and the development or novel use of analytical or numerical techniques to solve problems in geomechanics. Topics of interest in material behavior include instabilities and localization, interface and surface phenomena, fracture and failure, coupled chemo-hygro-thermo-mechanical problems, and time-dependent phenomena. Specifically within the scope of the journal fall the modelling and simulation of heterogeneous materials at different scales, including micromechanics, and any issue that bears upon difficulties encountered in modelling materials where the microstructure becomes important for macroscopically observed mechanical and physical properties. The scope also covers the solution of inverse problems including back analysis of in situ or laboratory tests, and stochastic methods. The journal is particularly interested in contributions that demonstrate the application of theoretical geomechanics in the solution of engineering problems.Monthly ISSN: 0363-9061JOHN WILEY & SONS LTD, BAFFINS LANE, CHICHESTER, W SUSSEX, ENGLAND, PO19 1UD7. Computers and Geotechnics 《计算机与土工学》英国ISSN: 0266-352X, 1985年创刊，全年8期，Elsevier Science出版社，SCI、EI收录期刊，SCI 2005年影响因子0.562，2005年EI收录48篇。