The Influence of Pile Cap to p-y Curves under Lateral Loads-Reference-Cited by-同舟云学术

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The Influence of Pile Cap to p-y Curves under Lateral Loads

Published:2016-07-21 Issue: Volume: Page:
ISSN:
Container-title:Geo-China 2016
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Author:

Yu Shen-Kun¹¹²,Zhang Zhi¹¹²,Zhao Honghua¹¹²

Affiliation:

1. Graduate Student, State Key Laboratory of Structural Analysis for Industrial Equipment, Dept. of Engineering Mechanics, Dalian Univ. of Technology, Dalian 116024, China.

2. Associate Professor, State Key Laboratory of Structural Analysis for Industrial Equipment, Dept. of Engineering Mechanics, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480021.018

Reference19 articles.

1. China Academy of Building Research (2008). "Pile foundations JGJ94-2008 specification." Beijing: China Building Industry Press.

2. Explicit extension of the p–y method to pile groups in cohesive soils

3. Performance of laterally loaded piles considering soil and interface parameters

4. Horizontally loaded piles finite element simulation with an analysis of p-y curve method;Hong Y.;China Harbour Engineering,2007

5. Full scale lateral behaviour of monopiles in granular marine soils

Cited by 1 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. Fictitious pile method for fixed-head pile groups with dissimilar piles subjected to horizontal loading;Soils and Foundations;2022-10

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