Three-dimensional stability analysis of slopes in hard soil/soft rock with tensile strength cut-off
Author:
Funder
National Science Foundation
Publisher
Elsevier BV
Subject
Geology,Geotechnical Engineering and Engineering Geology
Reference38 articles.
1. End effects on stability of cohesive slopes;Baligh;ASCE J. Geot. Eng. Div.,1975
2. Stability coefficients for earth slopes;Bishop;Géotechnique,1960
3. Three dimensional bearing capacity analysis of a foundation near a slope;de Buhan;Soils Found.,1998
4. Bearing capacity of concrete blocks or rock;Chen;J. Eng. Mech. Div.,1969
5. Limit Analysis in Soil Mechanics;Chen,1990
Cited by 97 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. A novel finite element limit equilibrium method and its application in instability analysis for 3-D high core rockfill dams;Structures;2024-10
2. Permanent displacement limit analysis of jointed rock slope under the near-fault pulse-like ground motion based on the rotational − translational combined failure model and tensile strength cutoff;Computers and Geotechnics;2024-09
3. Seismic stability charts for three-dimensional rock slopes using Hoek–Brown criterion;Géotechnique Letters;2024-09-01
4. Implications of infinite rock slope analysis: Tension cut-off and graphical interpretation;Computers and Geotechnics;2024-08
5. Pullout Capacity Analysis of Horizontal Plate Anchors with Tensile Strength Cutoff;International Journal of Geomechanics;2024-07
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