Probabilistic analysis and design of strip foundations resting on rocks obeying Hoek–Brown failure criterion
Author:
Publisher
Elsevier BV
Subject
Geotechnical Engineering and Engineering Geology
Reference29 articles.
1. Upper-bound solutions for bearing capacity of foundations;Soubra;J Geotech Geoenviron Eng ASCE,1999
2. Failure design of jointed rock structures by means of a homogenization approach;Maghous;Mech Cohesive-Frictional Mater,1998
3. Upper bound solution for ultimate bearing capacity with a modified Hoek–Brown failure criterion;Yang;Int J Rock Mech Min Sci,2005
4. Bearing capacity of shallow foundations on rocks obeying a modified Hoek–Brown failure criterion;Saada;Comput Geotech,2008
5. Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited;Griffiths;Géotechnique,2001
Cited by 51 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. Bearing Capacity of Foundations over Rock Slopes–Slip Lines and FELA Solutions;International Journal of Geomechanics;2024-10
2. Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses;Rock Mechanics and Rock Engineering;2024-07-19
3. Blow-out pressure of tunnels excavated in Hoek-Brown rock masses;GEOMECH ENG;2024
4. Three-dimensional stability analysis of tunnel face considering the upper partial failure in layered rock masses;Bulletin of Engineering Geology and the Environment;2024-03-12
5. Pseudostatic analysis of bearing capacity of embedded strip footings in rock masses using the upper bound method;GEOMECH ENG;2023
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