Behavior of a Pile Group in Multilayered Poroelastic Soils due to a Vertical Loading-Reference-Cited by-同舟云学术

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Behavior of a Pile Group in Multilayered Poroelastic Soils due to a Vertical Loading

Published:2020-07 Issue:7 Volume:20 Page:06020016
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Wang Li Hua¹,Ai Zhi Yong²

Affiliation:

1. College of Civil Engineering and Architecture, Zhejiang Sci-Tech Univ., Hangzhou, 310018 Zhejiang, China; Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

2. Professor, Dept. of Geotechnical Engineering, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001717

Reference19 articles.

1. Analytical layer-element solution to axisymmetric consolidation of multilayered soils

2. Load transfer from an axially loaded pile to multilayered saturated media

3. The Elastic Analysis of Compressible Piles and Pile Groups

4. Analysis of pile group by infinite layer method

5. Discrete element analysis of settlement of pile groups;Chow Y. K.;Comput. Geotech.,1986

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