Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups-Reference-Cited by-同舟云学术

Model Test Study on Bearing Capacity of Nonuniformly Arranged Pile Groups

Published:2021-10 Issue:10 Volume:21 Page:04021200
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Shan-wei¹,Zhang Qian-qing²,Feng Ruo-feng³

Affiliation:

1. Ph.D. Student, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China.

2. Professor, Geotechnical and Structural Engineering Research Center, Shandong Univ., Jinan 250061, China; Research Institute of New Material and Intelligent Equipment, Shandong Univ., Dezhou 251100, China (corresponding author).

3. Ph.D. Student, School of Mechanical, Aerospace and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002181

Reference46 articles.

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2. Behavior of raft on settlement reducing piles: Experimental model study;Basuony E. G.;J. Rock Mech. Geotech. Eng.,2013

3. CABR (China Academy of Building Research). 2008. Technical code for building pile foundations. JGJ 106-2008. Beijing: China Construction Industry Press.

4. CABR (China Academy of Building Research). 2014. Technical code for testing of building foundation piles, 13–14. JGJ 106-2014. Beijing: China Construction Industry Press.

5. Pile foundation analysis: A simple approach to nonlinearity effects;Caputo V.;Riv. Ital. Geotech.,1984

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