首页 > 最新文献

Geotechnical Engineering最新文献

英文 中文
Non-linear finite element analysis of piled-raft foundations 桩筏基础非线性有限元分析
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-07-01 DOI: 10.1680/GENG.2004.157.3.107
D. Maharaj, S. R. Gandhi
This paper presents the results of three-dimensional non-linear finite element analysis of raft and piled raft foundations that have been loaded until failure. The raft, pile and soil have been discretised as eight-noded brick elements. The soil has been modelled as a Drucker–Prager elasto-plastic medium. The analyses have been done for a raft, a piled raft, a group of piles and an individual pile. The load–settlement behaviour of all these foundations is presented. The effect of raft thickness and soil modulus on the load–settlement behaviour of rafts and piled rafts is also presented. The axial load distribution for piles in a piled raft foundation is shown, the development of contact stress with increase in loading intensity is presented for rafts, and curves of contact stress against settlement are shown for rafts and piled rafts. The addition of even a small number of piles has been found to increase the load-carrying capacity of a raft foundation. The axial load distribution shows that the piles in ...
本文介绍了筏形和桩形筏形基础的三维非线性有限元分析结果。木筏、桩和土被离散为八节点砖单元。土壤被建模为德鲁克-普拉格弹塑性介质。对筏板、桩筏、群桩和单桩进行了分析。给出了这些地基的荷载沉降特性。讨论了筏板厚度和土模量对筏板和桩筏板荷载沉降特性的影响。给出了桩筏基础中桩的轴向荷载分布,给出了筏体接触应力随荷载强度增大的变化规律,给出了筏体和桩筏体接触应力随沉降的变化曲线。研究发现,即使增加少量的桩也能提高筏板基础的承载能力。轴向荷载分布表明:…
{"title":"Non-linear finite element analysis of piled-raft foundations","authors":"D. Maharaj, S. R. Gandhi","doi":"10.1680/GENG.2004.157.3.107","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.3.107","url":null,"abstract":"This paper presents the results of three-dimensional non-linear finite element analysis of raft and piled raft foundations that have been loaded until failure. The raft, pile and soil have been discretised as eight-noded brick elements. The soil has been modelled as a Drucker–Prager elasto-plastic medium. The analyses have been done for a raft, a piled raft, a group of piles and an individual pile. The load–settlement behaviour of all these foundations is presented. The effect of raft thickness and soil modulus on the load–settlement behaviour of rafts and piled rafts is also presented. The axial load distribution for piles in a piled raft foundation is shown, the development of contact stress with increase in loading intensity is presented for rafts, and curves of contact stress against settlement are shown for rafts and piled rafts. The addition of even a small number of piles has been found to increase the load-carrying capacity of a raft foundation. The axial load distribution shows that the piles in ...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"107-113"},"PeriodicalIF":0.3,"publicationDate":"2004-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.3.107","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67402022","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 36
Settlement and tilt of low-rise buildings 低层建筑的沉降和倾斜
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-04-01 DOI: 10.1680/GENG.2004.157.2.65
J. Charles, H. D. Skinner
Where deep foundations are not an economically viable solution, foundation problems may occur at low-rise housing developments on poor ground. It is usually feasible to provide a raft foundation relatively cheaply for lightly loaded buildings. When differential settlement occurs, foundations of adequate stiffness will cause the building to tilt as a rigid body, and will prevent significant distortion of the building and consequent cracking of the walls. A number of case histories of tilted buildings are presented to illustrate the magnitude of tilt that has been observed with different ground conditions, and the remedial actions that have been undertaken. Noticeability is a key factor in assessing the acceptability of tilt for low-rise residential buildings and their occupants, and tilt typically is noticed when it is in the region of 1/250 to 1/200. Where tilts of the magnitude of 1/100 or greater are measured, or the measured rate of increase of tilt indicates that this degree of tilt will be exceeded, ...
如果深层地基在经济上不是可行的解决方案,地基较差的低层住宅发展项目可能会出现地基问题。对于轻荷载的建筑物,通常可以采用相对便宜的筏板基础。当差异沉降发生时,足够刚度的基础将使建筑物作为刚体倾斜,并将防止建筑物的显著变形和随之而来的墙壁开裂。本文介绍了倾斜建筑物的一些历史案例,以说明在不同地面条件下观察到的倾斜程度,以及采取的补救措施。可注意性是评估低层住宅建筑及其居住者倾斜度可接受性的关键因素,倾斜度通常在1/250到1/200之间时被注意到。如果测量到的倾斜度为1/100或更大,或测量到的倾斜度增加率表明将超过该倾斜度,…
{"title":"Settlement and tilt of low-rise buildings","authors":"J. Charles, H. D. Skinner","doi":"10.1680/GENG.2004.157.2.65","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.2.65","url":null,"abstract":"Where deep foundations are not an economically viable solution, foundation problems may occur at low-rise housing developments on poor ground. It is usually feasible to provide a raft foundation relatively cheaply for lightly loaded buildings. When differential settlement occurs, foundations of adequate stiffness will cause the building to tilt as a rigid body, and will prevent significant distortion of the building and consequent cracking of the walls. A number of case histories of tilted buildings are presented to illustrate the magnitude of tilt that has been observed with different ground conditions, and the remedial actions that have been undertaken. Noticeability is a key factor in assessing the acceptability of tilt for low-rise residential buildings and their occupants, and tilt typically is noticed when it is in the region of 1/250 to 1/200. Where tilts of the magnitude of 1/100 or greater are measured, or the measured rate of increase of tilt indicates that this degree of tilt will be exceeded, ...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"65-75"},"PeriodicalIF":0.3,"publicationDate":"2004-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.2.65","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401977","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 32
Interpretation of load tests on minipiles 小型桩荷载试验解释
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-04-01 DOI: 10.1680/GENG.2004.157.2.85
Sang-Soo Jeon
This paper examines the results of 21 full-scale field tests on minipiles and synthesises the results into a convenient design procedure that incorporates both estimated axial displacements and soil properties. Both cohesive and cohesionless soils are included in this evaluation. For all practical purposes, the developed load–displacement relationship and the geotechnical soil properties for each minipile and soil type can be used to represent the available data well through normalised average values and empirical correlations.
本文研究了21个小型桩全尺寸现场试验的结果,并将结果综合到一个方便的设计程序中,该程序包含了估计的轴向位移和土壤特性。粘性土和无粘性土都包括在本评价中。对于所有实际目的,开发的荷载-位移关系以及每个微型桩和土壤类型的岩土土性质可以通过归一化平均值和经验相关性来很好地表示可用数据。
{"title":"Interpretation of load tests on minipiles","authors":"Sang-Soo Jeon","doi":"10.1680/GENG.2004.157.2.85","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.2.85","url":null,"abstract":"This paper examines the results of 21 full-scale field tests on minipiles and synthesises the results into a convenient design procedure that incorporates both estimated axial displacements and soil properties. Both cohesive and cohesionless soils are included in this evaluation. For all practical purposes, the developed load–displacement relationship and the geotechnical soil properties for each minipile and soil type can be used to represent the available data well through normalised average values and empirical correlations.","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"85-90"},"PeriodicalIF":0.3,"publicationDate":"2004-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.2.85","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67402011","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 6
Long-term pile testing in London Clay: a case study 伦敦粘土长期桩试验:一个案例研究
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-04-01 DOI: 10.1680/GENG.2004.157.2.57
H. Unwin, R. A. Jessep
This paper describes how a series of large-diameter auger-bored test piles were constructed for the Terminal Five development at London's Heathrow Airport. The piles were tested over a period of one year, prior to the start of the permanent works, to investigate how the shaft resistance within the London Clay varies with time. The test procedure is described, and some of the results are presented and briefly discussed. A further two piles were constructed to investigate the base resistance in the London Clay at depths of up to 47 m. Osterberg Cells were used to generate the testing force, and the construction and testing of these piles is also discussed in the paper.
本文介绍了如何为伦敦希思罗机场5号航站楼开发项目建造一系列大直径螺旋钻孔试桩。在永久工程开始之前,对这些桩进行了为期一年的测试,以调查伦敦粘土内的轴阻力如何随时间变化。介绍了试验过程,并给出了一些结果,并进行了简要讨论。另外建造了两个桩来研究伦敦粘土中深度达47米的基础阻力。本文采用奥斯特伯格桩来产生试验力,并对这些桩的施工和试验进行了讨论。
{"title":"Long-term pile testing in London Clay: a case study","authors":"H. Unwin, R. A. Jessep","doi":"10.1680/GENG.2004.157.2.57","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.2.57","url":null,"abstract":"This paper describes how a series of large-diameter auger-bored test piles were constructed for the Terminal Five development at London's Heathrow Airport. The piles were tested over a period of one year, prior to the start of the permanent works, to investigate how the shaft resistance within the London Clay varies with time. The test procedure is described, and some of the results are presented and briefly discussed. A further two piles were constructed to investigate the base resistance in the London Clay at depths of up to 47 m. Osterberg Cells were used to generate the testing force, and the construction and testing of these piles is also discussed in the paper.","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"119 1","pages":"57-63"},"PeriodicalIF":0.3,"publicationDate":"2004-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.2.57","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401965","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 11
REUSE OF CONSTRUCTION WASTE: PERFORMANCE UNDER REPEATED LOADING 建筑垃圾的再利用:重复载荷下的性能
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-04-01 DOI: 10.1680/GENG.157.2.91.42389
V. Sivakumar, J. Mckinley, D. Ferguson
The use of recycled aggregates has increased greatly over the last decade owing to enhanced environmental sensitivities. The level of performance required by such materials is dependent upon the applications for which they are used. Many recycled construction wastes have adequate shear strength in relation to various geotechnical applications. However, a possible drawback of these materials is the risk of crushing during repeated loading. The work reported in this paper examined two waste materials: crushed concrete and building debris, both regarded as construction wastes. Tests were also performed on traditionally used crushed rock, in this case basalt. The materials were subjected to repeated loading in a large direct shear apparatus. The amount of crushing was quantified by performing particle size analysis of the tested material. The results have shown that both recycled construction wastes were susceptible to particle crushing. The amount of crushing was influenced by both the vertical pressure and ...
在过去十年中,由于环境敏感性的提高,回收骨料的使用大大增加。这些材料所要求的性能水平取决于它们的应用。许多回收建筑废物在各种岩土工程应用方面具有足够的抗剪强度。然而,这些材料的一个可能的缺点是在重复加载过程中有破碎的危险。本文研究了两种废弃物:破碎混凝土和建筑碎片,它们都被视为建筑垃圾。还对传统上使用的碎石进行了测试,在这种情况下是玄武岩。这些材料在大型直剪装置中经受了反复加载。破碎量是通过对测试材料进行粒度分析来量化的。结果表明,两种再生建筑垃圾均易发生颗粒破碎。压碎量受垂直压力和…
{"title":"REUSE OF CONSTRUCTION WASTE: PERFORMANCE UNDER REPEATED LOADING","authors":"V. Sivakumar, J. Mckinley, D. Ferguson","doi":"10.1680/GENG.157.2.91.42389","DOIUrl":"https://doi.org/10.1680/GENG.157.2.91.42389","url":null,"abstract":"The use of recycled aggregates has increased greatly over the last decade owing to enhanced environmental sensitivities. The level of performance required by such materials is dependent upon the applications for which they are used. Many recycled construction wastes have adequate shear strength in relation to various geotechnical applications. However, a possible drawback of these materials is the risk of crushing during repeated loading. The work reported in this paper examined two waste materials: crushed concrete and building debris, both regarded as construction wastes. Tests were also performed on traditionally used crushed rock, in this case basalt. The materials were subjected to repeated loading in a large direct shear apparatus. The amount of crushing was quantified by performing particle size analysis of the tested material. The results have shown that both recycled construction wastes were susceptible to particle crushing. The amount of crushing was influenced by both the vertical pressure and ...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"91-96"},"PeriodicalIF":0.3,"publicationDate":"2004-04-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401201","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 55
Approaches to the design of cantilever retaining walls 悬臂挡土墙的设计方法
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-01-01 DOI: 10.1680/GENG.2004.157.1.27
N. Trenter
Cantilever (stem and pad) retaining walls are among the simplest earth-retaining structures to construct, and accordingly may offer significant economic benefits. Their design involves use of beari...
悬臂式(干式和垫式)挡土墙是最简单的挡土墙结构之一,因此可以提供显著的经济效益。他们的设计涉及到使用轴承…
{"title":"Approaches to the design of cantilever retaining walls","authors":"N. Trenter","doi":"10.1680/GENG.2004.157.1.27","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.1.27","url":null,"abstract":"Cantilever (stem and pad) retaining walls are among the simplest earth-retaining structures to construct, and accordingly may offer significant economic benefits. Their design involves use of beari...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"27-35"},"PeriodicalIF":0.3,"publicationDate":"2004-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.1.27","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401909","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 4
Incorporating a fly-ash stabilised layer into pavement design 在路面设计中加入粉煤灰稳定层
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-01-01 DOI: 10.1680/GENG.2004.157.4.239
S. Bin-Shafique, T. Edil, C. Benson, Aykut Şenol
This paper describes a case history where the structural support afforded by a fly-ash stabilised layer was accounted for explicitly during the design of two flexible pavements. Pavements were designed and constructed at two sites in southern Wisconsin employing a layer stabilised in situ with fly ash. One pavement is for a residential subdivision. The other is a test section located in a secondary highway that was recently reconstructed. A control test section employing a conventional cut-and-fill approach was also constructed in the secondary highway. Fly ash was used to increase the strength and stiffness of the fine-grained subgrade at both sites, which was soft prior to stabilisation. Pavements at both sites were designed using the 1993 American Association of State Highway and Transportation Officials (AASHTO) method for flexible pavements so that their structural number would be equivalent to that of the conventional pavement originally called for in the design. Measurements of California Bearing R...
本文描述了一个历史案例,其中粉煤灰稳定层提供的结构支撑在两个柔性路面的设计中被明确地考虑在内。路面是在威斯康星州南部的两个地点设计和建造的,采用了一层用粉煤灰原位稳定的路面。其中一条人行道用于住宅小区。另一个是位于最近重建的二级公路的试验段。在二级公路上还修建了一条采用常规填土法的对照试验段。在这两个地点使用粉煤灰来增加细颗粒路基的强度和刚度,这些地基在稳定之前是柔软的。两个地点的路面都采用了1993年美国国家公路和运输官员协会(AASHTO)的柔性路面设计方法,这样它们的结构数量将与设计中最初要求的传统路面的结构数量相当。加州轴承R…
{"title":"Incorporating a fly-ash stabilised layer into pavement design","authors":"S. Bin-Shafique, T. Edil, C. Benson, Aykut Şenol","doi":"10.1680/GENG.2004.157.4.239","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.4.239","url":null,"abstract":"This paper describes a case history where the structural support afforded by a fly-ash stabilised layer was accounted for explicitly during the design of two flexible pavements. Pavements were designed and constructed at two sites in southern Wisconsin employing a layer stabilised in situ with fly ash. One pavement is for a residential subdivision. The other is a test section located in a secondary highway that was recently reconstructed. A control test section employing a conventional cut-and-fill approach was also constructed in the secondary highway. Fly ash was used to increase the strength and stiffness of the fine-grained subgrade at both sites, which was soft prior to stabilisation. Pavements at both sites were designed using the 1993 American Association of State Highway and Transportation Officials (AASHTO) method for flexible pavements so that their structural number would be equivalent to that of the conventional pavement originally called for in the design. Measurements of California Bearing R...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"239-249"},"PeriodicalIF":0.3,"publicationDate":"2004-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.4.239","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67402328","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 74
GEOTECHNICAL ANALYSIS OF A RETAINING WALL IN WEAK ROCK 软弱岩体挡土墙的岩土力学分析
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-01-01 DOI: 10.1680/GENG.157.1.13.36281
D. Richards, C. Clayton, W. Powrie, T. Hayward
The determination of realistic values of stiffness and in-situ horizontal stress is challenging in softer materials, but in weak rocks where discontinuities are typically present it is particularly difficult. Such difficulties were encountered during the site investigation for the construction of the A444 Coventry North-South road retaining structures, where the in-situ lateral stress and stiffness profiles of the weathered sandstones and mudstone were determined using a range of investigation techniques. A section of retaining wall incorporating a stabilising base was monitored during construction, and further investigation of the weak rock was undertaken using geophysical techniques. Aspects of the observed performance of the retaining wall during construction were analysed using a continuum finite-element method to provide a computed stiffness and initial horizontal stress profile. The results from these analyses are compared with the site characterisation data.
在较软的材料中,确定刚度和原位水平应力的真实值是具有挑战性的,而在通常存在不连续结构的软弱岩石中,这尤其困难。在考文垂A444南北公路挡土结构施工的现场调查中遇到了这些困难,在现场调查中,使用一系列调查技术确定了风化砂岩和泥岩的原位横向应力和刚度剖面。在施工过程中监测了一段包含稳定基础的挡土墙,并使用地球物理技术对软弱岩石进行了进一步调查。在施工过程中观察到的挡土墙性能方面使用连续体有限元方法进行了分析,以提供计算刚度和初始水平应力剖面。这些分析结果与现场特征数据进行了比较。
{"title":"GEOTECHNICAL ANALYSIS OF A RETAINING WALL IN WEAK ROCK","authors":"D. Richards, C. Clayton, W. Powrie, T. Hayward","doi":"10.1680/GENG.157.1.13.36281","DOIUrl":"https://doi.org/10.1680/GENG.157.1.13.36281","url":null,"abstract":"The determination of realistic values of stiffness and in-situ horizontal stress is challenging in softer materials, but in weak rocks where discontinuities are typically present it is particularly difficult. Such difficulties were encountered during the site investigation for the construction of the A444 Coventry North-South road retaining structures, where the in-situ lateral stress and stiffness profiles of the weathered sandstones and mudstone were determined using a range of investigation techniques. A section of retaining wall incorporating a stabilising base was monitored during construction, and further investigation of the weak rock was undertaken using geophysical techniques. Aspects of the observed performance of the retaining wall during construction were analysed using a continuum finite-element method to provide a computed stiffness and initial horizontal stress profile. The results from these analyses are compared with the site characterisation data.","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"13-26"},"PeriodicalIF":0.3,"publicationDate":"2004-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401168","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 10
Optimal design of highway cuttings in residual soils 残土中公路插条的优化设计
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2004-01-01 DOI: 10.1680/GENG.2004.157.1.37
A. Shein, M. Snaith, Christopher Holt
It is argued that rainfall-induced slope failure is the dominant form of instability for highway cuttings in residual soils, and that the optimal slope design should be based on the total cost of t...
认为降雨引起的边坡失稳是残馀土中公路路堑边坡失稳的主要形式,边坡的优化设计应以边坡的总成本为基础。
{"title":"Optimal design of highway cuttings in residual soils","authors":"A. Shein, M. Snaith, Christopher Holt","doi":"10.1680/GENG.2004.157.1.37","DOIUrl":"https://doi.org/10.1680/GENG.2004.157.1.37","url":null,"abstract":"It is argued that rainfall-induced slope failure is the dominant form of instability for highway cuttings in residual soils, and that the optimal slope design should be based on the total cost of t...","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"157 1","pages":"37-47"},"PeriodicalIF":0.3,"publicationDate":"2004-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2004.157.1.37","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401923","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
LOCAL SETTLEMENTS AND SINKHOLES DUE TO EPB TUNNELLING 由于epb隧道施工而造成的局部定居点和天坑
IF 0.3 Q4 Earth and Planetary Sciences Pub Date : 2003-10-01 DOI: 10.1680/GENG.2003.156.4.193
J. Shirlaw, J. C. Ong, H. Rosser, C. G. Tan, N. Osborne, P. E. Heslop
Most of the tunnelling for the North East Line in Singapore was carried out using earth pressure balance (EPB) shields. Settlements were generally well controlled; however, there were occasional large settlements, exceeding the design estimates, sinkholes or losses of ground. Most of the larger surface settlements, sinkholes and losses of ground can be related to the use of insufficient face pressure. Other documented experience of settlements over EPB shields is also reviewed and the same pattern of occasional, but large, settlements or sinkholes is found repeatedly. The factors associated with such settlements are also common in many of the cases reviewed.
新加坡东北线大部分隧道施工采用土压平衡盾构施工。定居点总体上控制得很好;然而,偶尔会有超过设计估计的大沉降、天坑或地面损失。大多数较大的地表沉降、地陷和地面损失可能与使用的面压不足有关。还审查了其他记录的EPB盾上沉降的经验,并反复发现了偶尔但较大的沉降或天坑的相同模式。在审查的许多案件中,与这种和解有关的因素也很常见。
{"title":"LOCAL SETTLEMENTS AND SINKHOLES DUE TO EPB TUNNELLING","authors":"J. Shirlaw, J. C. Ong, H. Rosser, C. G. Tan, N. Osborne, P. E. Heslop","doi":"10.1680/GENG.2003.156.4.193","DOIUrl":"https://doi.org/10.1680/GENG.2003.156.4.193","url":null,"abstract":"Most of the tunnelling for the North East Line in Singapore was carried out using earth pressure balance (EPB) shields. Settlements were generally well controlled; however, there were occasional large settlements, exceeding the design estimates, sinkholes or losses of ground. Most of the larger surface settlements, sinkholes and losses of ground can be related to the use of insufficient face pressure. Other documented experience of settlements over EPB shields is also reviewed and the same pattern of occasional, but large, settlements or sinkholes is found repeatedly. The factors associated with such settlements are also common in many of the cases reviewed.","PeriodicalId":45150,"journal":{"name":"Geotechnical Engineering","volume":"156 1","pages":"193-211"},"PeriodicalIF":0.3,"publicationDate":"2003-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1680/GENG.2003.156.4.193","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"67401831","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 38
期刊
Geotechnical Engineering
全部 Acc. Chem. Res. ACS Applied Bio Materials ACS Appl. Electron. Mater. ACS Appl. Energy Mater. ACS Appl. Mater. Interfaces ACS Appl. Nano Mater. ACS Appl. Polym. Mater. ACS BIOMATER-SCI ENG ACS Catal. ACS Cent. Sci. ACS Chem. Biol. ACS Chemical Health & Safety ACS Chem. Neurosci. ACS Comb. Sci. ACS Earth Space Chem. ACS Energy Lett. ACS Infect. Dis. ACS Macro Lett. ACS Mater. Lett. ACS Med. Chem. Lett. ACS Nano ACS Omega ACS Photonics ACS Sens. ACS Sustainable Chem. Eng. ACS Synth. Biol. Anal. Chem. BIOCHEMISTRY-US Bioconjugate Chem. BIOMACROMOLECULES Chem. Res. Toxicol. Chem. Rev. Chem. Mater. CRYST GROWTH DES ENERG FUEL Environ. Sci. Technol. Environ. Sci. Technol. Lett. Eur. J. Inorg. Chem. IND ENG CHEM RES Inorg. Chem. J. Agric. Food. Chem. J. Chem. Eng. Data J. Chem. Educ. J. Chem. Inf. Model. J. Chem. Theory Comput. J. Med. Chem. J. Nat. Prod. J PROTEOME RES J. Am. Chem. Soc. LANGMUIR MACROMOLECULES Mol. Pharmaceutics Nano Lett. Org. Lett. ORG PROCESS RES DEV ORGANOMETALLICS J. Org. Chem. J. Phys. Chem. J. Phys. Chem. A J. Phys. Chem. B J. Phys. Chem. C J. Phys. Chem. Lett. Analyst Anal. Methods Biomater. Sci. Catal. Sci. Technol. Chem. Commun. Chem. Soc. Rev. CHEM EDUC RES PRACT CRYSTENGCOMM Dalton Trans. Energy Environ. Sci. ENVIRON SCI-NANO ENVIRON SCI-PROC IMP ENVIRON SCI-WAT RES Faraday Discuss. Food Funct. Green Chem. Inorg. Chem. Front. Integr. Biol. J. Anal. At. Spectrom. J. Mater. Chem. A J. Mater. Chem. B J. Mater. Chem. C Lab Chip Mater. Chem. Front. Mater. Horiz. MEDCHEMCOMM Metallomics Mol. Biosyst. Mol. Syst. Des. Eng. Nanoscale Nanoscale Horiz. Nat. Prod. Rep. New J. Chem. Org. Biomol. Chem. Org. Chem. Front. PHOTOCH PHOTOBIO SCI PCCP Polym. Chem.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1