Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis-Reference-Cited by-同舟云学术

Cavity Expansion–Contraction-Based Method for Tunnel–Soil–Pile Interaction in a Unified Clay and Sand Model: Drained Analysis

Published:2021-05 Issue:5 Volume:21 Page:04021055
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Mo Pin-Qiang¹^ORCID,Marshall Alec M.²,Fang Yong³

Affiliation:

1. Associate Research Scientist, State Key Laboratory for GeoMechanics and Deep Underground Engineering, School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, No. 1 Daxue Rd., Xuzhou, Jiangsu 221116, China. ORCID: .

2. Associate Professor, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, UK.

3. Professor, Key Laboratory of Transportation Tunnel Engineering (Southwest Jiaotong Univ.), Ministry of Education, Chengdu 610031, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002016

Reference59 articles.

1. Effects of tunneling on pile foundations;Basile F.;Soils Found.,2014

2. A state parameter for sands;Been K.;Géotechnique,1985

3. Discussion to “Pile tests: Arkansas river project”;Chin F. K.;J. Soil Mech. Found. Div.,1971

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