Study on the nonlinear behavior of soil–pile interaction in liquefiable soil using 3D numerical method
Author:
Publisher
Elsevier BV
Subject
Ocean Engineering,Environmental Engineering
Reference46 articles.
1. Post-liquefaction settlement of sand mechanism and in situ evaluation;Arulanandan,1992
2. P–y curve and lateral response of piles in fully liquefied sands;Ashour;Can. Geotech. J.,2012
3. Liquefaction Remediation at a Bridge Site;Balakrishnan,2000
4. Seismic evaluation of soil foundation superstructure system considering geometry and material nonlinearities of both soils and structures;Bao;Soils Found.,2012
5. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation;Bao;Soils Found.,2012
Cited by 13 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. Investigating the influence of an approach bridge on a pile-supported wharf at a liquefiable site under horizontal and vertical seismic excitations;Soil Dynamics and Earthquake Engineering;2024-10
2. Effective stress analysis for repeated shake-consolidation process of multi-story buildings in liquefiable soils during sequential earthquakes;Computers and Geotechnics;2024-09
3. Efficiency of RCC piles with helical grooves subjected to axial and lateral loads in cohesionless soil;Cogent Engineering;2024-03-11
4. Assessing the impact of inertial load on the buckling behavior of piles with large slenderness ratios in liquefiable deposits;Soil Dynamics and Earthquake Engineering;2024-01
5. Axial cyclic performance of a jacked pile in structured clays: A semi-analytical solution approach;Ocean Engineering;2023-11
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