Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis

Published:2018-11 Issue: Volume:63 Page:374-389
ISSN:0307-904X
Container-title:Applied Mathematical Modelling
language:en
Short-container-title:Applied Mathematical Modelling

Author:

Jiang Shui-Hua,Huang Jinsong^ORCID,Huang Faming,Yang Jianhua,Yao Chi,Zhou Chuang-Bing

Funder

National Natural Science Foundation of China

Jiangxi Provincial Natural Science Foundation

Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering

Publisher

Elsevier BV

Subject

Applied Mathematics,Modelling and Simulation

Reference41 articles.

1. Probabilistic design of slopes;Li;Can. Geotech. J.,1987

2. Probabilistic slope stability analysis for practice;El-Ramly;Can. Geotech. J.,2002

3. Probabilistic slope stability analysis by finite elements;Griffiths;J. Geotech. Geoenviron. Eng.,2004

4. Influence of spatial variability on slope reliability using 2-D random fields;Griffiths;J. Geotech. Geoenviron. Eng.,2009

5. Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis;Li;Appl. Math. Model.,2016

Cited by 130 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. A reliability analysis framework coupled with statistical uncertainty characterization for geotechnical engineering;Geoscience Frontiers;2024-11

2. Data-driven models in reliability analysis for tunnel structure: A systematic review;Tunnelling and Underground Space Technology;2024-10

3. Improved Bayesian model updating of geomaterial parameters for slope reliability assessment considering spatial variability;Structural Safety;2024-09

4. Optimising creep constitutive modelling of layered soft rocks using particle swarm method;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-08-27

5. Application of an improved non-stationary random field model in the random seismic response analysis of a rebuilt landslide dam;Computers and Geotechnics;2024-08

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