Centrifuge Modelling of Pile Groups Adjacent to Surcharge Loads-Reference-Cited by-同舟云学术

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Centrifuge Modelling of Pile Groups Adjacent to Surcharge Loads

Published:1997-06 Issue:2 Volume:37 Page:39-49
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Bransby M.F.,Springman S.M.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference8 articles.

1. Permeability and stress-strain response of speswhite kaolin;Al-Tabbaa,1988

2. The buttonhole foundation technique I;Bransby,1993

3. Piled foundations adjacent to surcharge loads;Bransby,1995

4. Tolerable movement criteria for highway bridges;Moulton,1985

5. The response of flexible piles to lateral loads;Randolph;Géotechnique,1981

Cited by 16 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. Evaluation of existing pile responses to adjacent pile penetration: A novel passive P-δ curve approach;Computers and Geotechnics;2024-12

2. Centrifuge modeling of a large-scale surcharge on adjacent foundation;Journal of Rock Mechanics and Geotechnical Engineering;2024-08

3. Effect of Embankment on the Behavior of Rigid Passive Pile Group in Sandy Soil;Geotechnical Engineering and Sustainable Construction;2022

4. Pile foundation of high-speed railway undergoing repeated groundwater reductions;Journal of Zhejiang University-SCIENCE A;2021-04

5. Evaluating the Performance of Flexible Passive Pile Group in Cohesionless Soil Under the Effect of a Nearby Embankment;Lecture Notes in Civil Engineering;2020-12-22

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