Three-Dimensional Seismic Bearing Capacity Assessment of Heterogeneous and Anisotropic Slopes-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Three-Dimensional Seismic Bearing Capacity Assessment of Heterogeneous and Anisotropic Slopes

Published:2022-09 Issue:9 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Guang-Hui¹^ORCID,Zou Jin-Feng²,Sheng Yu-Ming³,Chen Jing-Yu⁴,Yang Tao⁴

Affiliation:

1. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China. ORCID: .

2. Professor, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China.

3. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China (corresponding author).

4. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002493

Reference37 articles.

1. End Effects on Stability of Cohesive Slopes

2. A New Pseudo-dynamic Approach for Seismic Active Soil Thrust

3. Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils

4. Earthquake-induced slope displacements in heterogeneous soils with tensile strength cut-off

5. Stability Analysis of Pressurized 3D Tunnel Face with Tensile Strength Cutoff

Cited by 9 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. The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion;European Journal of Environmental and Civil Engineering;2024-08-05

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. Stability Analyses of Shallow Rectangular Tunnels in Anisotropic and Nonhomogeneous Soils Using a Kinematic Approach;International Journal of Geomechanics;2024-07

4. Upper Bound Analysis of Two-Layered Slopes Subjected to Seismic Excitations Using the Layer-Wise Summation Method;Buildings;2024-07-01

5. Three-dimensional pseudo-dynamic reliability analysis of seismic shield tunnel faces combined with sparse polynomial chaos expansion;Journal of Central South University;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