Semianalytical Solutions for Abutment Piles Under Combined Active and Passive Loading-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Semianalytical Solutions for Abutment Piles Under Combined Active and Passive Loading

Published:2020-10 Issue:10 Volume:20 Page:04020171
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Hao¹,Shi Minglei²,Guo Yuancheng³

Affiliation:

1. Research Associate, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China (corresponding author).

2. Professor, School of Transportation, Southeast Univ., Nanjing 210096, China.

3. Professor, School of Civil Engineering, Zhengzhou Univ., Zhengzhou 450001, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001804

Reference33 articles.

1. Influence of axial load on the lateral pile groups response in cohesionless and cohesive soil;Abbas J. M.;Front. Struct. Civ. Eng.,2015

2. Passive load estimation on single piles and pile groups from visco-plastic mud-flow

3. Model Tests on Pile Groups Subjected to Lateral Soil Movement

4. Numerical analysis of piled raft foundation under combined vertical and lateral loading

5. Full-height piled bridge abutments constructed on soft clay

Cited by 7 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. Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves;International Journal of Geomechanics;2024-06

2. Analytical Solution to Horizontal Vibrations of Large-Diameter Piles in Layered Pasternak Soils;International Journal of Geomechanics;2024-05

3. Experimental Investigation on Performances of Battered Piles Resisting Embankment-Induced Lateral Soil Movement;Applied Sciences;2023-09-15

4. Mechanical Response Analysis for an Active–Passive Pile Adjacent to Surcharge Load;Applied Sciences;2023-03-25

5. Parametric study of passive piles subjected to adjacent surcharge load in extensively deep soft soil;Frontiers in Materials;2022-12-01

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