Pseudo-static seismic analysis of reinforced soil slopes using the horizontal slice method
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
http://link.springer.com/content/pdf/10.1007/s12517-020-5269-0.pdf
Reference37 articles.
1. Ausilio E, Conte E, Dente G (2000) Seismic stability analysis of reinforced slopes. Soil Dyn Earthq Eng 19:159–172. https://doi.org/10.1016/S0267-7261(00)00005-1
2. Azad A, Yasrobi SS, Pak A (2008) Seismic active pressure distribution history behind rigid retaining walls. Soil Dyn Earthq Eng 28:365–375. https://doi.org/10.1016/J.SOILDYN.2007.07.003
3. Bathurst RJ, Hatami K, AlfaroI MC (2002) Geosynthetic-reinforced soil walls and slopes—seismic aspects. In: Shukla S (ed) Handbook of Geosynthetic Engineering. Thomas Telford Ltd
4. Chen J, Yin J-H, Lee CF (2003) Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming. Can Geotech J 40:742–752. https://doi.org/10.1139/t03-032
5. Cheng YM, Li L, Chi S, Wei WB (2007) Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis. Comput Geotech 34:92–103. https://doi.org/10.1016/j.compgeo.2006.10.012
Cited by 11 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. Analytical and ANN-based models for assessment of hunchback retaining walls: Investigating lateral earth pressure in unsaturated backfill;GEOMECH ENG;2024
2. Parametric assessment for seismic stability of reinforced earth wall with c – ø backfill and surcharge using horizontal slice method;Geomechanics and Geoengineering;2024-06-05
3. Upper-Bound Limit Analysis of the Multi-Layer Slope Stability and Failure Mode Based on Generalized Horizontal Slice Method;Journal of Earth Science;2024-06
4. A comprehensive review of slope stability analysis based on artificial intelligence methods;Expert Systems with Applications;2024-04
5. Seismic Behavior Analysis of Geogrid-Reinforced Soil Slopes;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-08-20
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