Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Reliability evaluation of slope considering geological uncertainty and inherent variability of soil parameters

Published:2017-12 Issue: Volume:92 Page:121-131
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Deng Zhi-Ping,Li Dian-Qing,Qi Xiao-Hui,Cao Zi-Jun,Phoon Kok-Kwang

Funder

National Science Fund for Distinguished Young Scholars

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference42 articles.

1. Effect of element sizes in random field finite element simulations of soil shear strength;Ching;Comput Struct,2013

2. Probability distribution for mobilised shear strengths of spatially variable soils under uniform stress states;Ching;Georisk,2013

3. Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing;Cho;Int J Numer Anal Methods Geomech,2010

4. The stochastic finite element method in structural reliability;Der Kiureghian;Probab Eng Mech,1988

5. Natural slope failure, northeastern Skeena Mountains;Eisbacher;Can Geotech J,1971

Cited by 85 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. Simulation of geological uncertainty based on improved three-dimensional coupled Markov chain model;Engineering Geology;2024-10

2. Influence of geological uncertainty and soil spatial variability on tunnel deformation and their importance evaluation;Tunnelling and Underground Space Technology;2024-10

3. Novel multi-spatial receptive field (MSRF) XGBoost method for predicting geological cross-section based on sparse borehole data;Engineering Geology;2024-08

4. Probabilistic assessment of 3D slope failures in spatially variable soils by cooperative stochastic material point method;Computers and Geotechnics;2024-08

5. Probabilistic analysis of lateral behaviour of offshore wind turbine monopile considering uncertainties of geological model and loads;Computers and Geotechnics;2024-07

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