A simplified axisymmetric model for column supported embankment systems-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

A simplified axisymmetric model for column supported embankment systems

Published:2017-12 Issue: Volume:92 Page:96-107
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zhao Lin-Shuang,Zhou Wan-Huan,Yuen Ka-Veng

Funder

Macau Science and Technology Development

National Natural Science Foundation of China

University of Macau Research

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference61 articles.

1. Performance of a geogrid-reinforced and pile-supported highway embankment over soft clay: case study;Liu;J Geotech Geoenviron Eng,2007

2. 3D coupled mechanical and hydraulic modeling of a geosynthetic-reinforced deep mixed column-supported embankment;Huang;Geotext Geomembr,2009

3. Field tests on pile-supported embankments over soft ground;Chen;J Geotech Geoenviron Eng,2010

4. Analysis and modification of the British Standard BS8006 for the design of piled embankments;Van Eekelen;Geotext Geomembr,2011

5. Review of existing design methods for geosynthetic-reinforced pile-supported embankments;Ariyarathne;Soils Found,2015

Cited by 42 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. Numerical Analysis of Creep Effects on the Settlement of PHC Pipe Pile in Soft Clay Treated by Deep Mixing Method;Geotechnical and Geological Engineering;2024-07-18

2. Settlement and stress analysis in stabilized slab- and pile-supported embankment based on double-equal settlement plane;Engineering Computations;2024-07-05

3. A simplified model for energy pile-supported embankment;Computers and Geotechnics;2024-05

4. Simplified analytical solution for time dependent deformation of soft soil improved with pervious column considering load transfer between column and soil;Computers and Geotechnics;2024-02

5. Utilizing Multivariate Adaptive Regression Splines (MARS) for Precise Estimation of Soil Compaction Parameters;Applied Sciences;2023-10-24

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