Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Limit equilibrium method for rock slope stability analysis by using the Generalized Hoek–Brown criterion

Published:2016-11 Issue: Volume:89 Page:176-184
ISSN:1365-1609
Container-title:International Journal of Rock Mechanics and Mining Sciences
language:en
Short-container-title:International Journal of Rock Mechanics and Mining Sciences

Author:

Dong-ping Deng,Liang Li,Jian-feng Wang,Lian-heng Zhao

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Guizhou Provincial Department of Transportation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology

Reference43 articles.

1. Stability charts for rock slopes based on the Hoek–Brown failure criterion;Li;Int J Rock Mech Min Sci,2008

2. Friction of rocks and stability of rock slopes;Jaeger;Geotechnique,1971

3. Slope stability analyses for materials with a non-linear failure envelope;Collins;Int J Numer Anal Methods Geomech,1998

4. Assessment of the stability of rock slopes by the slope stability rating classification system;Taheri;Rock Mech Rock Eng,2010

5. Evaluation of rock slope stability for Yujian River dam site by kinematic and block theory analyses;Kulatilake;Comput Geotech,2011

Cited by 60 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. Impact of spatially varying rock disturbance on rock slope stability;Journal of Rock Mechanics and Geotechnical Engineering;2024-09

2. Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek–Brown Criterion;Journal of Engineering Mechanics;2024-08

3. Probabilistic analysis of width-limited 3D slope considering spatial variability of Hoek–Brown rock masses;Rock Mechanics and Rock Engineering;2024-07-19

4. A Procedure for Assessing the Orientation of Failure Plane in Transversely Isotropic Rocks;Rock Mechanics and Rock Engineering;2024-06-23

5. Evolution of Limiting Slope Face in Rock Mass Using the Stress Characteristics Method;International Journal of Geomechanics;2024-06

同舟云学术

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