Effects of cap thickness and pile inclination on the response of a pile group foundation by a three-dimensional nonlinear finite element analysis-Reference-Cited by-同舟云学术

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Effects of cap thickness and pile inclination on the response of a pile group foundation by a three-dimensional nonlinear finite element analysis

Published:1993-01 Issue:2 Volume:15 Page:65-86
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Zaman M.M.,Najjar Y.M.,Muqtadir A.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. Three-Dimensional Analysis of Pile Foundation;Aschenbrenner;Journal of Structural Division, ASCE,1967

2. Three-Dimensional Analysis of Vertical Pile Groups;Banerjee,1976

3. The Problem of Pile Group-Pile Cap Interaction;Butterfield;Geotechnique,1971

4. 3-D Analysis of Laterally Loaded Structures;Desai,1976

5. Pile Cap-Pile Group Soil Interaction;Desai;Journal of Structural Division, ASCE,1981

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. Response of Laterally Loaded Single Pile in Clayey Slope for Large Displacements;Geotechnical and Geological Engineering;2023-07-24

2. Finite element analysis of 2 piles in series and parallel arrangement subjected to lateral load;AIP Conference Proceedings;2023

3. Parametric Study of Lateral Loaded Blade Pile in Clay;Geosciences;2022-08-30

4. Analytical investigation of pile–soil interaction in sand under axial and lateral loads;International Journal of Advanced Structural Engineering;2014-03

5. Parametric study of laterally loaded pile groups using simplified F.E. models;Coupled Systems Mechanics;2012-03-25

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