An analytical continuum model for axially loaded end‐bearing piles in inhomogeneous soil-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

An analytical continuum model for axially loaded end‐bearing piles in inhomogeneous soil

Published:2019-01-24 Issue:6 Volume:43 Page:1162-1183
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Anoyatis George¹^ORCID,Mylonakis George²³⁴^ORCID,Tsikas Aggelos⁵^ORCID

Affiliation:

1. Civil Engineering DepartmentKU Leuven Technology Cluster Construction ‐ Campus Bruges Belgium

2. Civil EngineeringUniversity of Bristol Bristol UK

3. Civil EngineeringUniversity of Patras Patras Greece

4. Civil and Environmental EngineeringUniversity of California Los Angeles UCLA Los Angeles CA US

5. Research Engineering in Complex Energy ProjectsMonogram AS Oslo Norway

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.2886

Reference65 articles.

1. Three-dimensional finite element analysis of vertically loaded pile groups

2. Finite element analysis of mechanisms of pile group behaviour

3. Three‐Dimensional Nonlinear Study of Piles

4. SyngrosK.Seismic response of piles and pile‐supported bridge piers evaluated through case histories.PhD Thesis: City University of New York;2004.

5. Estimating the Elastic Settlement of Piled Foundations on Rock

Cited by 10 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. Static response of vertically loaded pile in inhomogeneous soil;Géotechnique Letters;2024-06-01

2. Continuum Analytical Models for the Ultimate Limit State Design of Energy Piles;Lecture Notes in Civil Engineering;2024

3. Kinematic response of end-bearing piles in inhomogeneous soils under P-wave excitation;Japanese Geotechnical Society Special Publication;2024

4. A novel theoretical model of heterogeneous soil-pile interaction for investigating the torsionally loaded pile;2023-12-11

5. Soil–pile interaction in vertical vibration in inhomogeneous soils;Earthquake Engineering & Structural Dynamics;2023-07-21

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