Ultimate Soil Pressures for Pile Groups in Soft Clay Subjected to Lateral Soil Movements-Reference-Cited by-同舟云学术

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Ultimate Soil Pressures for Pile Groups in Soft Clay Subjected to Lateral Soil Movements

Published:2008-11 Issue:1 Volume:2 Page:42-51
ISSN:1937-5247
Container-title:DFI Journal - The Journal of the Deep Foundations Institute
language:en
Short-container-title:DFI Journal - The Journal of the Deep Foundations Institute

Author:

Miao L. F.,Goh A.T.C.,Wong K.S.,Teh C.I.

Publisher

Deep Foundations Institute

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1179/dfi.2008.005

Reference32 articles.

1. Theoretical study of lateral reaction mechanism of piles

2. Bransby, M. F. (1995). "Piled Foundations Adjacent to Surcharge Loads." Ph.D. Thesis, University of Cambridge.

3. Selection of load–transfer functions for passive lateral loading of pile groups

4. Cyclic Lateral Loading of a Large‐Scale Pile Group

Cited by 8 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. Lateral pressure on pile foundations in cohesive soils due to horizontal soil movements;Acta Geotechnica;2024-04-17

2. Response of passively loaded pile groups - an experimental study;GEOMECH ENG;2020

3. Group effect on ultimate lateral resistance of piles against uniform ground movement;Soils and Foundations;2019-02

4. Performance-Based Procedure for Prediction of Lateral Resistance of Slope-Stabilizing Piles;Lecture Notes in Civil Engineering;2019

5. Ultimate Lateral Resistance of Pile Group in Clayey Soils Against Various Directions of Ground Movement;Lecture Notes in Civil Engineering;2018-09-25

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