Reliability Assessment of Shallow Foundation Stability Under Eccentric Load Using Monte Carlo and First Order Second Moment Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-021-01852-6.pdf
Reference63 articles.
1. Albostan U, Bahcecioglu T, Arici Y, Kurc O (2017) Nonlinear seismic dam and foundation analysis using explicit newmark integration method with static condensation. Procedia Eng 199:316–321
2. Awwad T, Donia M, Awwad L (2017) Effect of a stiff thin Foundation soil layer’s depth on dynamic response of an embankment dam. Procedia Eng 189:525–532
3. Badakhshan E, Noorzad A (2017) A simplified method for prediction of ultimate bearing capacity of eccentrically loaded foundation on geogrid reinforced sand bed. Int J Geosynth Ground Eng 3(2):1–15
4. Behera RN, Patra CR, Sivakugan N, Das BM (2013) Prediction of ultimate bearing capacity of eccentrically inclined loaded strip footing by ANN—part II. Int J Geotech Eng 7(2):165–172
5. Budhu M (2000) Soil mechanics and foundations. Wiley, New York
Cited by 6 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. Shallow foundation design: a comparative study of partial safety factors and full probabilistic methods;Scientific Reports;2024-06-13
2. Hybrid reliability analysis of structures using fuzzy Bayesian interval estimation;Engineering Structures;2024-05
3. Knowledge-integrated deep learning for predicting stochastic thermal regime of embankment in permafrost region;Journal of Rock Mechanics and Geotechnical Engineering;2024-05
4. Effect of Sample Preparation on the Reliability of Large-Scale Physical Modeling in Geotechnical Systems: ACase Study;Geotechnical and Geological Engineering;2023-11-30
5. Improved Response Surface Method Based on Linear Gradient Iterative Criterion;Advances in Civil Engineering;2023-02-08
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