Upper bound limit analysis of roof collapse in shallow tunnels with arbitrary cross sections under condition of seepage force
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-014-2433-2.pdf
Reference19 articles.
1. DAVIS E H, DUNN M J, MAIR R J, SENEVIRATNE H N. The stability of shallow tunnels and underground openings in cohesive material [J]. Geotechnique, 1980, 30(4): 397–416.
2. SUN Zhi-bin, ZHANG Dao-Bing. Back analysis for slope based on measuring inclination data [J]. Journal of Central South University, 2012, 19(11): 3291–3298.
3. MICHALOWSKI R L. Stability charts for uniform slopes [J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(4): 351–355.
4. SOUBRA A H. Static and seismic passive earth pressure coefficients on rigid retaining structure [J]. Canadian Geotechnical Journal, 2000, 37(2): 463–478.
5. SUN Zhi-bin, LIANG Qiao. Back analysis of general slope under earthquake forces using upper bound theorem [J]. Journal of Central South University, 2013, 20(11): 3274–3281.
Cited by 6 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. Three‐dimensional stability analysis for a deep‐buried tunnel roof considering soil stratum strength nonlinearity;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04-05
2. Progressive and asymmetric active and passive mechanisms of shallow tunnels under the effect of seismic forces;2022-10-26
3. Collapse mechanism of deep buried tunnel subjected to pore water pressure with generalized nonlinear unified strength theory;Arabian Journal of Geosciences;2022-09
4. Upper bound limit analysis of unsymmetrical progressive collapse of shallow tunnels in inclined rock stratum;Computers and Geotechnics;2019-12
5. Study on mechanism of macro failure and micro fracture of local nearly horizontal stratum in super-large section and deep buried tunnel;Geomechanics and Engineering;2016-08-25
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