Three-dimensional Stability Analysis of Slurry Trench Based on Mohr-Coulomb Nonlinear Failure Criterion
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-022-2091-0.pdf
Reference25 articles.
1. Agar JG, Morgenstern NR, Scott JD (1987) Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressures. Canadian Geotechnical Journal 24(1): 1–10, DOI: https://doi.org/10.1139/t87-001
2. Choi H, Nguyen T, Lim J, Choi H (2014) Parametric study on cutoff performance of soil-bentonite slurry wall: Consideration of construction defects and bentonite cake. KSCE Journal of Civil Engineering 19(6): 1681–1692, DOI: https://doi.org/10.1007/s12205-014-1171-1
3. Gao Ye, Wu D, Zhang F (2015) Effects of nonlinear failure criterion on the three-dimensional stability analysis of uniform slopes. Engineering Geology 198: 87–93, DOI: https://doi.org/10.1016/j.enggeo.2015.09.010
4. Han CY Chen JJ, Wang JH, Xia XH (2013) 2D and 3D stability analysis of slurry trench in frictional/cohesive soil. Journal of Zhejiang University Science A 14(2): 94–100, DOI: https://doi.org/10.1631/jzus.A1200257
5. Han CY, Wang JH, Xia XH, Chen JJ (2015) Limit analysis for local and overall stability of a slurry trench in cohesive soil. International Journal of Geomechanics 15(5): 06014026, DOI: https://doi.org/10.1061/(asce)gm.1943-5622.0000268
Cited by 5 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. Three-Dimensional Stability of Slurry Trench Wall under Water Drawdown;International Journal of Geomechanics;2024-11
2. Three-Dimensional and Two-Dimensional Stability Analysis of Bentonite Slurry Trenches Using a Shear Strength Reduction Technique and Limit Equilibrium Methods;Applied Sciences;2024-06-17
3. Required Active Earth Pressure for 3D ERSs Following a Modified Mohr-Coulomb Strength Criterion;KSCE Journal of Civil Engineering;2024-04-04
4. Discretization-Based Kinematic Approach for Three-Dimensional Stability Analysis of Slurry Trenches in Cohesive–Frictional Soils;International Journal of Geomechanics;2024-01
5. Discretization-based kinematic approach for three-dimensional trench stability under slurry support in multilayered ground;Acta Geotechnica;2023-10-26
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