Load Transfer Mechanisms of Granular Cushion between Column Foundation and Rigid Raft-Reference-Cited by-同舟云学术

Load Transfer Mechanisms of Granular Cushion between Column Foundation and Rigid Raft

Published:2020-01 Issue:1 Volume:20 Page:04019139
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Rui Rui¹,Han Jie²,Ye Yu-qiu³,Chen Cheng⁴,Zhai Yu-xin⁵

Affiliation:

1. Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China.

2. Glenn L. Parker Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Kansas, 1530 West 15th St., Lawrence, KS 66045-760.

3. Graduate Student, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China.

4. Associate Professor, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China (corresponding author).

5. Ph.D. Candidate, School of Civil Engineering and Architecture, Wuhan Univ. of Technology, 122 Luoshi Rd., Wuhan 430070, China; Senior Engineer, China Railway Construction Group Co., Ltd., No. 20 Shijingshan Rd., Beijing 100040, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001539

Reference36 articles.

1. Aboshi H. E. Ichimoto M. Enoki and K. Harada. 1979. “The composer—A method to improve characteristics of soft clays by inclusions of large diameter sand column.” In Vol. 1 of Proc. Int. Conf. on Soil Reinforcement: Reinforced Earth and other Technique 211–216. Paris: Ecole Nationale Des Ponts et Chaussees.

2. Bhandari A. 2010. “Micromechanical analysis of geosynthetic-soil interaction under cyclic loading.” Ph.D. dissertation Dept. of Civil Environmental and Architectural Engineering Univ. of Kansas.

3. Two-dimensional physical modelling of soil displacements above trapdoors

4. Centrifuge investigation of load transfer mechanisms in a granular mattress above a rigid inclusions network

5. Geosynthetic reinforcement of a granular load transfer platform above rigid inclusions: comparison between centrifuge testing and analytical modelling

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