Simplified 1D Elastic Modeling of Duo-Pile Foundation System Incorporating the Interaction Mechanisms Prevailing under Lateral Loads-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Simplified 1D Elastic Modeling of Duo-Pile Foundation System Incorporating the Interaction Mechanisms Prevailing under Lateral Loads

Published:2022-04 Issue:4 Volume:27 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kolli Mohan Krishna¹^ORCID,Basu Dhiman²,Prashant Amit³^ORCID

Affiliation:

1. Ph.D. Scholar, Indian Institute of Technology, Gandhinagar 382355, India. ORCID: .

2. Associate Professor, Indian Institute of Technology, Gandhinagar 382355, India.

3. Professor, Indian Institute of Technology, Gandhinagar 382355, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001850

Reference72 articles.

1. Numerical Analysis of Large-Diameter Monopiles in Dense Sand Supporting Offshore Wind Turbines

2. Group Effects on Piles Behavior under Lateral Loading

3. Relationship between low strain shear modulus and standard penetration test N values;Anbazhagan P.;Geotech. Test. J.,2010

4. Employment of the P-Multiplier in Pile-Group Analysis

5. Pile Cap Interaction with Bridge Pile Foundations under Lateral Loads

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