Analytical Solutions for Shallow Tunnels in Saturated Ground
Author:
Affiliation:
1. Member, ASCE
2. Asst. Prof., Purdue Univ., 1284 Civ. Engrg. Build., West Lafayette, IN 47907. E-mail: bobet@ecn.purdue.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A12%281258%29
Reference24 articles.
1. Attewell P. B. and Farmer I. W. ( 1974). “Ground deformations resulting from shield tunnelling in London clay.” Can. Geotech. J. Ottawa 11 380–395.
2. Attewell P. B. ( 1977). “Ground movements caused by tunneling in soil.” Proc. Conf. on Large Ground Movements and Struct. Wiley New York 812–948.
3. Attewell P. B. Yeates J. and Selby A. R. ( 1986). Soil movements induced by tunnelling and their effects on pipelines and structures Chapman and Hall New York.
4. Bobet A. ( 2001). “Liner stresses in tunnels in saturated ground.” Internal Rep. Purdue University West Lafayette Ind.
5. Bouvard M. and Pinto N. ( 1969). “Aménagement Capivari-Cachoeira: Étude du puits en charge.” La Houille Blanche Paris 7 747–760.
Cited by 271 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Mechanical behaviours of existing tunnels due to multiple-tunnel excavations considering construction sequence;Tunnelling and Underground Space Technology;2024-10
2. Study on Influence Mechanism of Tunnel Construction on Adjacent Pile Foundation and Resilience Assessment;Buildings;2024-09-07
3. Analytical solution for seismic response of composite tunnel liners with arbitrary section shape and embedded with an isolation layer;Tunnelling and Underground Space Technology;2024-08
4. Study of the effect of traffic and static loads on the stability and deformation of shallow urban utility tunnels;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-07-08
5. Predicting Maximum Settlement Induced by EPB Shield Tunneling Through Image Processing and an Intelligent Approach;KSCE Journal of Civil Engineering;2024-06-22
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3