伊斯坦布尔地铁开挖引起的环境问题及补救建议-毕业论文外文翻译

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地铁存在的主要问题及解决的论文

地铁存在的主要问题及解决的论文

地铁存在的主要问题及解决的论文地铁存在的主要问题及解决方案一、引言地铁作为城市重要的交通方式之一,在现代都市中扮演着不可忽视的角色。

然而,随着城市发展和乘客需求的增加,地铁系统也面临着一些主要问题。

本文旨在探讨地铁存在的主要问题,并提出有效解决方案。

二、人流拥堵问题1.1 人口增长导致的挑战随着城市化进程不断加速,人口竞争激烈的大都市中地铁客流量多年来呈现稳步上升的趋势。

这给已有线路带来了巨大压力,特别是在高峰时段出现了拥挤和拥堵情况。

1.2 解决方案:优化线路设计与布局为解决人流拥堵问题,地铁管理部门需要优化线路设计与布局。

通过科学规划新线路、建设换乘节点和扩大站台容量等措施可以有效分散乘客流量,在关键区域提供更好的服务。

三、安全隐患问题2.1 突发事件风险由于各种原因,如天灾、恶劣天气、设备故障等,地铁可能出现突发事件,如火灾、事故等,给乘客和工作人员带来安全隐患。

这对于地铁运营的可持续性和形象造成严重影响。

2.2 解决方案:加强应急预案与安全培训应急预案是解决突发事件的关键。

地铁管理部门需要制定完善的应急预案并进行定期演练,以提高工作人员应对突发事件的能力。

此外,加强乘客和员工的安全培训,并增加紧急疏散通道和设施也是必要的措施。

四、环境影响问题3.1 噪音与振动地铁列车行驶过程中产生的噪音与振动对周边居民和建筑物造成困扰,影响着生活质量。

3.2 解决方案:减少噪音与振动为了减少或消除噪音与振动问题,可以采用技术手段包括但不限于:沿线设置隔离带、改进车辆设计以降低震动和噪音、对建筑物进行结构改良以增强抗振能力等。

此外,合理规划地铁线路与周边建筑物之间的距离也是重要的考虑因素。

五、设备老化和维护问题4.1 设备老化地铁系统众多的设备包括信号系统、电梯和扶梯等存在使用寿命限制,随着时间的推移会逐渐老化,影响线路运营安全性和顺畅性。

4.2 解决方案:定期维护保养与更新升级为了确保设备的正常运行,地铁管理部门需要采取定期检修和维护措施。

外文翻译--液压冲击锤在伊斯坦布尔地铁工程中的应用

外文翻译--液压冲击锤在伊斯坦布尔地铁工程中的应用

毕业设计外文翻译
表 1
图2 362种冲击锤的频率与效率关系图
一些冲击锤的效率可能略高于100%,这可能是因为一览表数据错误。

经常发生冲击锤内部润滑油外漏的情况,致使输出功率仅为输入功率的70
1.液压冲击锤
2.托架
3.臂栓
4.锤尖
图 5 挖掘机的重量和冲击锤使用质量之间的关系
掘进装置和冲击锤的瞬时力量平衡公式6
0.50h
W <
图 6
图 7
独立研究表明冲击锤净破坏率与岩石精度有紧密关系。

还得出结论,Schmidt冲击锤的回弹力是一项岩石特性的重要指标。

当岩层以岩石质量标出化合时,回弹力与冲击锤净破坏率有明显关系。

毕业设计外文文献翻译(原文+译文)

毕业设计外文文献翻译(原文+译文)

Environmental problems caused by Istanbul subway excavation and suggestionsfor remediation伊斯坦布尔地铁开挖引起的环境问题及补救建议Ibrahim Ocak Abstract:Many environmental problems caused by subway excavations have inevitably become an important point in city life. These problems can be categorized as transporting and stocking of excavated material, traffic jams, noise, vibrations, piles of dust mud and lack of supplies. Although these problems cause many difficulties,the most pressing for a big city like Istanbul is excava tion,since other listed difficulties result from it. Moreover, these problems are environmentally and regionally restricted to the period over which construction projects are underway and disappear when construction is finished. Currently, in Istanbul, there are nine subway construction projects in operation, covering approximately 73 km in length; over 200 km to be constructed in the near future. The amount of material excavated from ongoing construction projects covers approximately 12 million m3. In this study, problems—primarily, the problem with excavation waste(EW)—caused by subway excavation are analyzed and suggestions for remediation are offered.摘要:许多地铁开挖引起的环境问题不可避免地成为城市生活的重要部分。

地铁车站深基坑施工对周围环境影响评价

地铁车站深基坑施工对周围环境影响评价

地铁车站深基坑施工对周围环境影响评价摘要:深基坑工程往往周边交通繁忙,地下管线纵横交错,开挖过程容易引起土体变形,如果控制不好会对周围环境造成很大的影响。

因此在深基坑施工过程中除了采取合理的安全支护措施外,还需要控制好深基坑对周围环境的影响。

以武汉市中南路地铁车站深基坑对周围环境的影响为例进行分析,并结合现场施工具体情况和监测数据,对地铁基坑建设对周围环境的影响进行了讨论,提出了相应的控制技术。

关键词:地铁车站深基坑周围环境影响监测随着经济的发展,各类基础建设的不断进行,城市可用建设面积越来越少,地下空间的利用成为城市建设的发展趋势,相应的深基坑施工也越来越普遍。

深基坑工程往往周边交通繁忙,地下管线纵横交错,开挖过程容易引起土体变形,如果控制不好会对周围环境造成很大的影响。

因此在深基坑施工过程中除了采取合理的安全支护措施外,还需要控制好深基坑对周围环境的影响。

地铁深基坑建设对周围环境的影响,主要是深基坑开挖、降水过程中破坏了土体自然状态造成周围的土层变形,从而引起周边建筑物及地下管线的变形等。

1 深基坑开挖过程中土体的变形机理深基坑开挖变形的诱发因素主要有两个方面: 一是在基坑工程开挖之前,一般需要采取相应的降水措施。

而地下水位降低往往引起地表沉降,相应形成以水位降落漏斗为中心的地表沉降变形区。

这样在深基坑施工影响范围内的建筑物、道路等都因此不均匀沉降,引起断裂、倾斜甚至倒塌,影响到各项工程和设施的使用功能和安全。

二是在深基坑开挖工程中,土体自然状态被破坏和扰动,引起土体结构的初始应力平衡状态被破坏,土体内的应力场变化,进而造成地表沉降和横向移动,对周围环境造成不良的影响。

2 地铁深基坑开挖对周围环境的影响2. 1 深基坑开挖对周围建筑物的影响地铁深基坑一般在城市主城区,建筑物密集,基坑施工场地狭小,另外有重要的建筑和文物等要保护,所以深基坑施工对周围建筑物的影响备受关注。

如果支护不及时和支护强度不够就会引起变形过大,甚至深基坑会坍塌,不仅造成经济损失,而且危及人身安全。

城市地铁建设对环境的影响与减少措施

城市地铁建设对环境的影响与减少措施

城市地铁建设对环境的影响与减少措施近年来,随着城市化进程的加速,城市交通问题日益突出。

城市地铁作为一种环保、高效的交通方式,逐渐成为许多国家和城市发展交通系统的首选。

然而,地铁建设对环境会带来一定的影响,包括土地利用、水资源、噪音污染等方面。

因此,为了更好地平衡城市交通发展和环境保护,有必要采取一系列的减少措施。

首先,城市地铁建设对土地利用有一定影响。

地铁线路需要占用一定的土地面积,可能会引发土地资源的浪费和破坏。

为了减少对土地利用的影响,可以采取以下措施:一是合理规划地铁线路,选择尽可能少占用农田的地点进行建设。

二是优化地铁站点布局,充分利用已有的城市空间,避免过多占用用地。

三是进行土地复垦,地铁施工完毕后,积极进行土地恢复和生态修复工作,减少对土地的永久占用。

其次,地铁建设对水资源也有一定的影响。

地铁施工过程中需要大量的水资源,如果管理不当可能会给当地水资源造成一定的压力和浪费。

为了减少对水资源的影响,可以采取以下措施:一是加强施工用水的管理,严格控制施工队伍对水资源的使用量,确保合理利用。

二是加强水资源的回收和再利用,将施工过程中的废水进行处理,减少对当地自然水系的污染。

三是推广节水措施,提倡地铁站点和列车内的节水用品使用,鼓励乘客合理使用水资源。

此外,地铁建设可能会带来噪音污染问题。

地铁施工和运营期间会产生一定的噪音,对周边居民和生态环境造成影响。

为了降低噪音污染,可以采取以下措施:一是合理控制施工噪音,采用噪音隔离、降噪设施等措施,确保施工期间噪音对周边居民的影响尽量减小。

二是改进地铁列车和轨道系统,降低列车行驶过程中的噪音产生,采用隔音材料和减振技术。

三是设置隔音屏障,对地铁线路沿线或靠近居民区的地段进行隔音处理,减少噪音对周边居民的干扰。

值得注意的是,尽管地铁建设对环境会带来一定的影响,但相对于其他交通方式,地铁仍然是一种环保、可持续的选择。

地铁系统可以大幅减少汽车使用量,减少尾气排放和交通拥堵问题,进而改善空气质量和环境状况。

地铁存在的问题及解决的论文

地铁存在的问题及解决的论文

地铁存在的问题及解决的论文近年来,随着城市化进程的加速,地铁作为一种快速、便捷、经济的公共交通工具,已经成为了城市中不可或缺的一部分。

然而,随着地铁系统的不断扩张和人口的不断增加,地铁存在的问题也日益凸显。

在这篇论文中,我们将探讨地铁存在的问题,并提出可行的解决方案,以期为城市地铁的更好发展提供参考。

一、地铁存在的问题1.安全问题首先,安全问题是地铁存在的一个突出问题。

由于地铁站和列车的人流量巨大,一旦发生事故,后果将不堪设想。

近年来,诸如列车冲进月台、乘客失足坠轨等事故频繁发生,引起了广泛关注。

为了解决这个问题,需要加强隧道、车站、列车等地方的安全措施,并增加安全宣传和培训。

2.人流拥堵问题地铁作为一种高效、快速的公共交通工具,很大程度上解决了城市交通拥堵的问题。

然而,在高峰期,地铁仍然存在人流拥堵问题,让上下班的乘客不胜其烦。

人流拥堵问题不仅影响乘客的出行体验,还可能对站台和车厢的安全造成隐患。

为了解决这个问题,可以采取扩大公共交通网络、优化公交线路、增加地铁的车厢数等措施。

3.设施老化问题地铁作为一项重要的公共基础设施,需要不断的保养与维护。

然而,近年来,随着地铁系统的不断扩张和运营时间的延长,越来越多的设施开始老化。

比如,电梯、自动扶梯等设施经常出现故障,给乘客的出行造成诸多不便。

为了保证地铁系统的可持续运营,需要加强设施的维保工作和更新换代工作。

二、解决方案1.增加安全措施为了解决地铁安全问题,需要增加安全措施并完善应急预案。

比如,在车站和隧道安装更多的监控设施;加强列车驾驶员的培训,提高他们的应急处理能力;加强安全宣传,提高乘客的安全意识;加强地铁的安全检测和维护工作等等。

2.优化疏导人流为了解决地铁的人流拥堵问题,需要优化地铁的疏导方案。

比如,增加列车的车厢数以及车厢之间的连接,扩大每个车厢的容纳能力;增加地铁站的出口,加强人流疏导;将地铁与其他公共交通结合起来,如将轻轨与地铁相连等。

图拉兹隧道外文翻译—张彦闰

土耳其图兹拉隧道在断裂带的开挖摘要图兹拉隧道主要在断裂带开挖,成份是页岩和石灰岩,采用传统的盾构TBM工法进行开挖。

页岩中的断裂带是角砾岩和粘土,灰岩中是块状结构。

为图兹拉隧道断裂带提出的岩石质量评价、岩体分类和支撑系统不够充分,不能说明隧道中遇到的变形和破坏机制。

另外,堤坝曝光、断裂坍塌的溶岩系统以及地下水在隧道开挖过程中都引起了一些问题。

在图拉兹隧道中与断裂带最相关的是隧道掘进机的选择。

在隧道开挖之前,岩石就被认定为质量相当差,因此,在质量相当差的隧道中采用掘进机开挖是不经济的。

然而,在开挖过程中,沿线70%的长度都遇到了质量极差的断裂带,断裂带造成环刀受阻,偏离了隧道走线。

从这个方面来说,采用TBM工法开挖是存在问题的。

在断裂带隧道中遇到的岩土技术问题需要采用特殊的措施。

在采取措施后,通过把隧道周围岩体不均质的情况变成均质,隧道开挖和支护成功完成。

序言即将竣工的图拉兹隧道外径5m,内径4.5m,全长6500km。

这个单管隧道是为污水处理而建,隧道是浅埋隧道,通常到隧道顶部是15-20m,图拉兹隧道开挖在断层带,主要是页岩和石灰岩,在页岩中开凿的隧道通常会膨胀,这可能引起一些岩体塌方或滑落。

在图拉兹隧道调查中没有在页岩中发现膨胀问题,但是占隧道长度70%的断裂带出现在页岩中。

特别是在地壳浅部的图兹拉隧道观察到的页岩脆性剪切带,大部分在地球表面以下5-10km,在这个深度变形是被脆性机理控制的,例如压裂和断层。

实际上,脆性剪切带通常是断裂带,以断层泥和其他角砾岩系列为标志,这种脆性岩石变形,例如由颗粒压碎和剪切颗粒重新定位引起的颗粒大小减少,产生了典型的细粒泥。

在隧道开挖过程中,在断裂带遇到了一些岩土工程问题,比如说掌子面失稳、超挖、由挤压和膨胀断裂岩石引起的较大变形、由流动性地基引发的涌水。

为了评估在图拉兹隧道断层地带遇到的问题及解决方法,在研究中,隧道沿线钻探井的数据、实验室研究和观测、以及一些措施在隧道中都应用了。

地铁深基坑开挖引起的环境效应及防治措施示范文本

地铁深基坑开挖引起的环境效应及防治措施示范文本In The Actual Work Production Management, In Order To Ensure The Smooth Progress Of The Process, And Consider The Relationship Between Each Link, The Specific Requirements Of EachLink To Achieve Risk Control And Planning某某管理中心XX年XX月地铁深基坑开挖引起的环境效应及防治措施示范文本使用指引:此解决方案资料应用在实际工作生产管理中为了保障过程顺利推进,同时考虑各个环节之间的关系,每个环节实现的具体要求而进行的风险控制与规划,并将危害降低到最小,文档经过下载可进行自定义修改,请根据实际需求进行调整与使用。

1、概述近年来随着我国地铁建设的发展,越来越多的城市修建地铁。

而地铁深基坑工程具有开挖难度大、工期长、费用高及对周围环境的影响大等问题,它已经成为城市建设中一个亟待攻克的难题,其中的环境保护问题已经成为基坑支护中诸多问题的重中之重。

因此地铁基坑工程施工的好坏,直接影响到基坑工程的造价和安全,同时,保护邻近建筑(或管道)的安全并保证其正常使用具有重大的经济效益和社会效益。

2、基坑开挖引起的环境效应城市地铁深基坑工程具有以下特点:(1)深基坑工程施工环境条件比较差。

由于高层、超高层建筑都集中在城市中心区及主要街道的两旁,建筑密度大,人口密集,交通拥挤,施工场地狭小,束缚了工程施工的手脚。

(2)基坑开挖越来越深。

业主为节约土地,充分利用原有基地面积和地下空间,设置车站、人防、机房及消防设施,故地铁结构的深度和层数相应增加。

(3)必须设置技术可靠可行的支护结构来确保安全,还要考虑到对周围地下的煤气、上水、下水、电讯、电缆等管线的影响,尽可能减少对这一系列建筑及设施的损坏性影响。

地铁施工期主要环境问题及管理控制

地铁施工期主要环境问题及管理控制作者:周鹏宋鹭杜蕴慧来源:《环境影响评价》2015年第01期摘要:目前,我国地铁建设发展快速,施工期环境影响日益突出,应给予足够重视。

一般说来,地铁施工期主要存在振动与噪声影响突出、水文地质环境问题严峻、地下水防护措施不足、施工降水回用率不高、水资源浪费严重等环境问题,建议通过严格控制地铁施工时间、优化隧道掘进施工工艺、推进新技术研究及应用、加强施工降水回用、强化环境监理等手段,减缓其环境影响。

关键词:地铁;施工期;环境问题;控制;管理DOI: 10.14068/j.ceia.2015.01.011中图分类号:X32 文献标识码:A 文章编号:2095-6444(2015)01-0041-03截至目前,我国共批准了37个城市的地铁修建项目,我国地铁建设正进入高速发展阶段。

地铁在带给人们出行便利的同时,由于其建设周期长、施工工点多,且往往位于人群密集区域,区域环境较为敏感,修建过程中产生的噪声、振动已经成为居民投诉的重点,特别是在多条地铁同时修建的情况下,其叠加环境影响更是不可忽视。

地铁施工期的环境污染治理已经到了刻不容缓的地步,需要系统分析其施工期主要环境问题,提出合理可行的控制及管理建议,有效减弱施工期环境影响。

1 轨道交通行业发展现状轨道交通是城市公共交通系统的重要组成部分。

相对于其他城市交通,轨道交通的突出特点是便捷、高效、安全、舒适和环保。

据计算,同等运能的轨道交通单位能耗只相当于小汽车的11.1%、公交车的50%,可以大幅减少城市废气排放,深受各国青睐。

自1863年世界第一条地铁在英国伦敦开通运营以来,特别是进入21世纪后,轨道交通行业发展迅速。

截至2012年底,已有57个国家、184座城市开通了轨道交通线路,运营里程超过10 000 km。

我国城市轨道交通建设始于1969年建成的北京地铁1号线。

2000年,全国共有北京、上海和广州3座城市6条线路运营,总里程210.5 km。

复杂环境下地铁车站施工对环境的影响控制

复杂环境下地铁车站施工对环境的影响控制摘要:随着社会经济的不断发展,城市人口不断增加,交通压力越来越大,为了缓解地面交通压力,地铁建设得到了飞速发展。

自20世纪50年代我国开始修建地铁以来,至今地铁建设已有60年左右的历史。

我国地铁建设初期,因受场地、交通压力等限制小,多采用明挖法施工。

现今,城市建筑物高大密集对施工安全要求较高,地铁建设面临的情况越来越复杂,同时促进了地铁施工方法的不断发展。

关键词:地铁车站;复杂环境;环境的影响控制引言当前,国内城市的规模逐渐扩大,为了使得居民的出行需要得到满足,地铁建设成为关注的重点,其运力是毋庸置疑的,而且不会对环境产生破坏。

但是地铁车站的施工规模是非常大的,而且结构相当复杂,因而必须寻找到可行的施工技术。

1工程概况某站位于延安三路与芝泉路路口南侧,沿延安三路下方布设,是某政治、经济、旅游中心区域所在地。

车站设3个出入口和3组风亭,车站东南侧为中信银行,西侧为中石化加油站、距离车站主体仅为11m,西北侧为市南民生大厦,西侧为中大泌尿医院,该楼为地上5层框架结构,距离车站C出入口距离为4m,车站前方有236m区间大断面,具体情况如图1所示。

芝泉路站沿延安三路自西北向东南地势逐渐降低,地面标高51.50~43.50m,地貌类型属剥蚀斜坡,后经人工回填改造,地层由上到下主要分为杂填土、强风化花岗岩、中分化花岗岩和微风化花岗岩。

车站起讫里程为YSK28+543.171~YSK28+778.971,主体全长235.8m,标准段开挖跨度达到21.62m,为暗挖单拱双层结构,车站中心里程处拱顶覆土约16m,具体情况如图2所示。

2施工方案选择拱盖法充分利用围岩的自稳能力,既可以减少地表和拱顶沉降,又可以缩短施工工期。

传统的暗挖施工方法如CD、CRD、PBA等,在施工过程中大多以台阶法开挖为基础,每个台阶的开挖均会加大沉降,而拱盖法在拱盖的保护下,可以比较好地控制沉降。

同时,传统的暗挖施工方法,支护作业工序比较多且复杂,支护成本比较大。

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Environmental problems caused by Istanbul subwayexcavation and suggestions for remediationIbrahim OcakAbstract:Many environmental problems caused bysubway excavations haveinevitably become an important point in city life.These problems can be categorized as transporting and stocking of excavated material, traffic jams, noise, vibrations, piles of dust mud and lack of supplies. Although these problems cause many difficulties, the most pressing for a big city like Istanbul is excavation, since othe r listed difficulties result from it.Moreover, these problems are environmentally and regionallyrestricted to the period over which construction projects are underway and disappear when construction is finished. Currently, in Istanbul, there are nine subway construction projects in operation, covering approximately 73 km in length; over 200 km to be constructed in the near future. The amount of material excavatedfrom ongoing construction projects covers approximately 12 million m3. In this study, problems—primarily, theproblem with excavation waste (EW)—caused by subway excavation are analyzed and suggestions for remediation are offered. Keywords: EnvironmentalproblemsSubwayexcavationWaste managementIntroductionNowadays,citiesarespreadingoverlarger areas with increasing demandon extending transport facilities. Thus, all over the world, especially incities where the population exceeds 300,000–400,000 people, railway-based means of transportation is being accepted as the ultimatesolution. Therefore,large investments in subwayand light rail constructionare required. Theconstructionofstated systems requires surface excavations,cutandcovertunnel excavations,boredtunnelexcavations, redirection of infrastructures and tunnelconstructionprojects.Theseelementsdisturbthe environment and affect everyday life of citizens in terms of running water, natural gas, sewer systems and telephone lines.One reason why metro excavations affect the environment is the huge amount of excavatedmaterial produced.Moreover, a large amount of this excavated material is composed of muddy and bentonite material. Storingexcavated materialthen becomes crucial. A considerable amount of pressure has been placed on officials to storeand recycle any kind of excavated material. Wastemanagement has become a branch of study by itself. Many studies have been carried out on the destruction, recycling andstoring of solid, (Vlachos 1975; Huang et al.2001; Winkler 2005;Huang et al. 2006; Khanet al. 1987; Boadi and Kuitunen 2003; Staudt and Schroll 1999; Wang 2001; Okuda and Thomson 2007; Yang and Innes 2007), organic (Edwards et al.1998, Jackson 2006; Debra et al. 1991; Akhtar and Mahmood 1996; Bruun et al. 2006; Minh et al.2006),plastic (Idris et al. 2004; Karani and Stan Jewasikiewitz 2007; Ali et al. 2004; Nishino et al. 2003; Vasile et al.2006; Kato et al. 2003;Kasakura et al. 1999;Hayashi et al. 2000), toxic (Rodgers et al.1996; Belland Wilson 1988; Chen et al.1997; Sullivan and Yelton 1988),oily(Ahumada et al.2004; Al-Masri and Suman 2003), farming(Garnier et al. 1998; Mohanty 2001) and radioactive materials (Rocco and Zucchetti 1997; Walker et al.2001;Adamovet al.1992;Krinitsyn et al. 2003).Today, traditionalmaterials, including sand, stone, gravel, cement, brick and tiles are being usedasmajorbuilding components in the construction sector. Allof these materialshavebeen produced fromexisting natural resources and mayhave intrinsicdistinctions that damage theenvironment due to their continuousexploitation.Inaddition, the cost of construction materials is incrementallyincreasing. In Turkey, the prices of construction materials have increased over the last few years. Therefore,it is very importanttouse excavation and demolitionwastes (DW) in construction operations to limit the environmental impact and excessive increase of raw material prices. Recycling ratios for excavation waste (EW) and DW of some countries are inshown Table 1 (Hendriks and Pietersen 2000). The recycling ratio for Turkey is10%.Every year, 14 million tons of waste materials are generated in Istanbul. These waste materials consist of 7.6 million tons EW,1.6 million tons organic materials and 2.7 million tons DW (IMM 2007). Approximately, 3.7 million tons of municipal wastes are produced in Istanbul every year. However, the recycling rate is approximately equal to only7%.This rate will increase to 27%, when the construction of the plant is completed. Medical wastes are another problem, with over 9,000 tons dumped every year. Medicalwastesare disposed by burning.Distributions of municipal wastes are given in Fig. 1Country Concentration of CWin total waste (in%)CW and DW recycled (in%)Denmark25-50 80 Netherlands26 75Japan36 65Australia44 51Germany19 50Finland14 40United Kingdom over 50 40USA29 25France25 25Spain70 17Italy30 10Brazil15 8Norway30 7Table 1 Comparison of a few countries’ construction waste concentrationFig.1Current status of municipal waste distribution in Istanbul In this study, environmental problems in Istanbul, such as EWresultingfromtunnellingoperations, DWresulting from building demolition and home wastes, are evaluated. Resources of EW, material properties and alternatives of possible usage are also evaluated.Railway system studiesThree preliminary studiesconcerning transportation inIstanbul were conducted in 1985, 1987 and 1997. A fourthstudy is currently being conducted.The Istanbul Transportation Main Plan states that railway systems must constitute the main facet ofIstanbul’s transportation net-work (IMM 2005). In addition to existing lines, withinthe scope of the Marmaray Project, 36 km of metro, 96 km of light rail, and 7 km of tram, with a total of 205 km of new railway lines, must be constructed. Consequently, the total length of railway line will exceed 250 km.Environmental problems caused by subway excavations Transporting and storing excavated materialAlmost all land in Istanbul is inhabited. Therefore, it is of utmost importance to store and recycle excavated material obtained either from metro excavations or other construction activities, causing minimal damage and disturbance to the city.The collection, temporary storage, recycling,reuse,transportation and destruction of excavated material and construction waste are controlled by environmental law number 2872. According to this law, it is essential that:1. Waste must be reduced at its source.2. Management must take necessary precautions to reduce the harmful effects of waste.3. Excavated material must be recycled and reused,especially within the construction infrastructure.4. Excavated material and construction waste must not be mixed.5. Waste must be separated from its source and subjected to ―selective destruction‖in order to form a sound system for recycling and destruction.6. Producers of excavated material or construction waste must provide required funds to destroy waste.According to environmental laws, municipalities are responsible for finding areas within their province limits to excavate and operate these systems. Both the Istanbul Metropolitan Municipality Environmental Protection and Waste Recycling Company are the foundations that actively carryout all operations regarding excavated material.Since dumping areas have limited space, they are quickly filled, without any available plausible solution for remediation. In addition, existing dumping areas are far away from metroexcavation areas. This means that loaded trucks are competing with city t raffic, causing traffic congestion with their low speed and pollutants dropping off their wheels or bodies. Furthermore, this results in a loss of money and labour.Theapproximate amount of excavated material from ongoing railway excavation will be equal to 12 million m3.All tunnels have been excavated with new Austriantunnelling method (NATM), earth pressure balance method (EPBM), tunnel boring machine (TBM), and cut and cover method.Existing dumping areas in Istanbul are listed in Table 2.It can be seen that existing dumping areas can only accommodate material excavated from the metro construction. Another important matter according to Table 2 is that 93% of existing dumping areas are on the European side of Istanbul, with 88% of them in Kemerburgaz. Thus, all excavated material on the Anatolian side must cross over European site every day for a distance of approximately 150 km. Every day, on average, 3,000 trucks carry various types of excavated material to Kemerburgaz from other parts of Istanbul. This leads to a waste of time and increased environmental pollution.Capacity (m3)% Name of firm DumpingareaIstac company Kemberburgaz 10,444,085 69.6 Three others companies Various 3,540,073 3.3 Total of European side13,984,158 93.3 Total of Anatolian side (six companies)Various 1,011,486 6.7 Total14,995,644 100.0Table 2 Existing dumping areas in IstanbulAnother problem related to excavation is that the materials, obtained from EPBM machines and muddy areas, cannot be directly sent to dumping facilities. They have to be kept in suitable places, so that water can be drained off from the material and then sent to proper facilities. However, this causes muddy material to drop from trucks, causing increased litter in cities.Traffic jamSince most of the railway constructions are carried out in the most densely populated areas, city traffic must be closed and redirected during the construction. In most cases, an entire area must be closed for traffic. For example, Uskudar square is now closed due to the Marmaray project and most bus stops and piers have been moved to other locations.With cut and cover constructions, the case becomes even more complicated. In this case, an entire route is closed to traffic because cut and cover tunnels are constructed across streets. In order to ensure that machine operation and construction can continue uninterrupted and to minimizetherisk of accidents to the people livingaround the construction zone, streets are either totally closed to traffic or traffic is redirected. This causes long-term difficulties.For example, shop owners on closed streets have difficulties reaching their shops, stocking andtransporting their goods and retaining customers.Noise and vibrationFor metro excavations, a lot of different machines are used.These machines seriously disturb the environment with their noise and vibrations. In some regions, excavation may be as close as 5–6 m away from inhabited apartment blocks. In such cases, people are disturbed as excavation may take a sig nificant period of time to be completed.Drilling–blasting may be needed in conventional methods for drillingthrough hard rock. In this case, no matter how controlled the blasting is, people who are living in the area experience both noise and vibrations. Some become scared, thinking that an earthquake is happening. In blasting areas, the intensity of vibrations is measured. In order to keep them within accepted limits, delayed capsules are used.In order to minimize vibration and noise caused by machines and to reduce the effects of blasting, working areas are surrounded by fences. Super ficial blasting shaft rims are covered with a large canvas and fences are covered with wet broadcloths. However, these precautions can only reduce negative effects; they cannot totally eliminate them.The formation of dust and mudDepending on the season, both dust and mud disturb the environment. During removal of excavated material, especially muddy material, trucks may pollute the environment despite all precautions taken. Mud that forms around the excavation area may slide down the slope and cover the ground. In this case although roads are frequently cleaned, the environment is still disturbed.Trucks, which travel from dumping areas to areas that are muddy cannot enter traffic until their wheels and bodies are washed. However, this cannot prevent the truck wheel from dropping mud on the roads while on move.Interrupted utilitiesInterrupted utilities are also one of the most crucial problems facing citizens during excavation projects due to the fact that telephone, natural gas, electricity, water, and infrastructure lines must be cut off and moved to other areas.During the transferof these lines, services may remain unavailablefor some time. Some institutions will not allow others to do this and carry out operations themselves. With so many providers conducting individual moves, services may be interrupted for an extended term of time.Damage to neighbouring buildingsMetro excavations cause deformations around the excavation area. These deformations are continuously checked and efforts are made to keep them under control. However, some deformations may become extensive; including cracks or even collapses of neighbouring buildings. Every metro tunnel excavation in Istanbul causes problems as mentioned earlier. These kinds of problems are more frequent in shallow tunnels. In such cases, although people’s financial losses are compensated, their overall livelihood and way of life is compromised. For example, in a landslip during the first stage of the Istanbul Metro excavation, five people died. Obviously, no amount of money can compensate the death of a person.Suggestions for remedying environmental problemsEnvir onmental problems that arise during tunnel excavations include traffic jams, noise, vibrations, dust, mud and deformation of surrounding buildings. Some possible solutions are recommended as listed below:• In big cities, railway systems are crucial to city transportation. However, a tram should not be considered as a viable railway system due to its low transportation capacity (approximately1/3 of the metro). At the same time, a tram uses the same route as wheeled transportation devices. Therefore, trams occupy the same space as regular traffic and do not offer substantial advantages.• The most crucial problem facing metro excavations is not providing railway lines in a timely manner. Proof of this exists in big cities, including London, Paris, Moscow or Berlin, where metro lines of over 500 km exist. However, in Istanbul, there are only 8 km of metro line. Had the metro been built earlier when the city was not overcrowded, many problems facing the city would not currently exist. Now, officials must do thei r best to reduce troubles that future generations are likely to face.• Any kind of railway construction carried out above the ground causes serious problems to people living in the area. In addition, these kinds of construction causeboth noise and litter. All railway lines are constructed completely underground in many parts of the world. This has two advantages;first, since excavation is carried out underground, it causes minimal interruption in utilities and provides a more comfortable area to work. Thus, the environment is exposed to very little damage because all operations are carried out underground.• Before beginning metro excavations, the route must be carefully examined for weaknesses in infrastructures and existing historical buildings. Otherwise, these elements cause problems, including interruptions in excavation when work must stop until the environment is stabilized. An example of this is that during the second stage of the Taksim–Yenikapiroute of the Istanbul Metro, the construction of the Halic Bridge could not be started due to historical ramparts.• A lack of coordination among related institutions providing utility services is a major problem.Therefore, founding of an institution that strictly deals with relocating natural gas lines, telep hone lines, sewer systems, and electricity will definitely accelerate the transfer of energy lines and avert accidents and inconveniences caused by this lack of coordination.•In order to increase benefits of railway systems both in construction and oper ational stages, projects must be continuously revised from time to time. This is the main problem facing Istanbul metro excavations. It has taken 110 years to restart metro projects in Istanbul, with the last project, the opening of the Karakoy tunnel, established in 1876 (Ocak 2004).From this time onward,initiated projects must have been stable and continuous. In 1935, 314,000 passengers were travellingdaily. In the 1950s, the total length of tram lines reached 130 km (Kayserilioglu 2001). However, as the trolleybus was introduced in 1961, all tram lines on the European side, and in 1966,all lines on the Anatolian side were removed in order to make way for private vehicles (Kayserilioglu 2001).Results and discussionTBM and classic tunnel construction methods are widely used in Istanbul for differentpurposes, like metro, sewerage and water tunnels. Waste from rock is rarely used as construct ion material as the suitability of the materialfor this purpose is not well examined. However, it is believed that the muck may be used for someapplications. If this suitability is realized, cost savings may be significant for tunnel construction, where the use of aggregate is a common requirement. A review of standard construction aggregate specifications indicates th at hard rock TBM waste would be suitable for several construction applications, including pavement and structural concrete (Gertsch et al. 2000). Size distributions of waste materials produced by tunnel boring machines are less (up to 125mm) than the waste materials produced by using classical construction methods. Muck size distribution is uniform, generally larger (up to 30–40 cm) and can be changed to meet a wide range of classical construction methods, making the reuse of waste more common. The waste product is used as construction materials. Fifty -seven percent ofEW generated during tunnel excavations result from classical tunnel construction, 33.5% from TBM, while the remainingpercentage stems from EPBM and slurry TBM. Different from TBM waste materials generated by EPB and slurry, TBM include mud and chemical materials.The annual quantity of EW generated in Istanbul is approximately 7.6 million tons. 13.8% of this total is clay and fill. The rest is composed of rock. Rock material can be properly u sed in roadway structures, fillings, road slopes, for erosion control and as a sub-base material, as long as it conforms to local standards (TS706, TS1114). Sand and clay have properties appropriate for use as raw materials for industrial use, depending on local standards. More studies should be completed to determine otherpotential uses for this material. Only 10% of rock material generated during tunnel excavation can be evaluated. A large percentage of soil material, nearly 70,000 m3, can be recycled.Generally, for any subway construction project, plans for recycling waste materials should be implemented prior to work commencement. These plans should identify which types of waste willbe generated and the methods that will be used to handle, recycle and dispose these materials. Additionally, areas for temporary accumulation or storage should be clearly designated. A waste management plan directs construction activities towards an environmentallyfriendly process by reducing the amount of used and unused waste materials. Environmental and economic advantages occurring when waste materials are diverted from landfills include the following (Batayneh et al. 2007):1. The conservation of raw materials2. A reduction in the cost of waste disposal3. An efficien t use of materials.EW materials must be kept clean and separate in order for them to be efficiently used or recycled. Storage methods should be investigated to prevent material from being lost due to mishandling. In addition, orders for materials should be placed just before work commences. To complete a waste management plan, an estimation of the amount and type of usable and unusableEW materials expected to be generated should be developed. Listing all expected quantities of each type of waste will give an indication of what type of management activities are appropriate for each specific waste material. At each stage of excavation, specific ways to reduce, reuse or recycle produced EW should be implemented. The flow chart in Fig. 2 includes suggestions for an EW management plan.This paper focuses on EW produced by metro tunnel excavation through hard rock and soil. TBM and classicaltunnelling wastes can be successfully used in many construction and specialityapplications, including aggregates,erosion control, roadway structures, fill, sub-base material and road slopes. In order to minimize negative effects caused by excavated material both on the environment and on people, it must be reduced at its source. Including forcible decrees through the acceptance of environmental laws would also be useful. Soil and clay material, excavated through the use of EPBM machines, must be reused.It is possible to separate clay and sand, making its reuse possible and minimizing harmful environmental effect.Waste and recycling management plans should be developed for any construction project prior to commencement in order to sustain environmental, economic, and social development principles. Waste management is a critical issue facing the construction industry in Istanbul as the industry is one of the biggest generators of pollution. During different excavation projects, construction, demolitions and domestic activities, Istanbul produces about 14 million tons of solidwaste each year, posing major environmental and ecological problems, including the need for a large area of land to be used as storage and disposal facilities. This waste consists of EW (7.6 milliontons), DW (2.7 million tons) and municipal waste (3.7 million tons). The recycling rate of municipal waste is only 7%. The recycling rate of EW and DW is below 10% (IMM 2007).Examine lithology of project to ensureefficient of EWEvaluate materials ordering and storageprocedures on siteFig. 2 Flow chart for EW management中文翻译伊斯坦布尔地铁开挖引起的环境问题及补救建议摘要:许多地铁开挖引起的环境问题不可避免地成为城市生活的重要部分。

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