A meshed kinematical approach for 3D slope stability analysis-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

A meshed kinematical approach for 3D slope stability analysis

Published:2022-08-03 Issue:15 Volume:46 Page:2913-2930
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Num Anal Meth Geomechanics

Author:

Li Tianzheng¹²^ORCID,Gong Wenping¹,Tang Huiming¹,Zhang Limin²

Affiliation:

1. Faculty of Engineering China University of Geosciences Wuhan Hubei China

2. Department of Civil and Environmental Engineering The Hong Kong University of Science and Technology Clear Water Bay Hong Kong China

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3433

Reference41 articles.

1. Remote analysis of an open-pit slope failure: Las Cruces case study, Spain

2. Geohazards and human settlements: Lessons learned from multiple relocation events in Badong, China – Engineering geologist's perspective

3. Discrete Kinematic Mechanism for Nonhomogeneous Slopes and Its Application

4. Slope Stability Analysis with Nonlinear Failure Criterion

5. Application of an elastoplastic spectral-element method to 3D slope stability analysis

Cited by 11 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. Kinematic stability analysis of nonuniform soil slopes under pore-pressure effects based on central difference discretization technique;Computers and Geotechnics;2024-12

2. An improved discretization‐based kinematic approach for stability analyses of nonuniform c‐φ soil slopes;International Journal for Numerical and Analytical Methods in Geomechanics;2024-07-18

3. Critical Face Pressure of a Tunnel Driven by a Shield Machine Considering Seismic Forces and Tunnel Shape Influence;Buildings;2024-06-11

4. Stability evaluation of gentle slopes in spatially variable soils using discretized limit analysis method: a probabilistic study;Acta Geotechnica;2024-04-13

5. New method and insight for stability analysis of compound slopes;Computers and Geotechnics;2024-01

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