Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays-Reference-Cited by-同舟云学术

Complex Variable Solutions for Soil and Liner Deformation due to Tunneling in Clays

Published:2018-07 Issue:7 Volume:18 Page:04018074
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhang Zhiguo¹,Huang Maosong²,Xi Xiaoguang³,Yang Xuan³

Affiliation:

1. Associate Professor, School of Environment and Architecture, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., Shanghai 200093, China; Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China; State Key Laboratory for Geomechanics and Deep Underground Engineering, China Univ. of Mining and Technology, Xuzhou 221116, China (corresponding author).

2. Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.

3. Postgraduate, School of Environment and Architecture, Univ. of Shanghai for Science and Technology, 516 Jungong Rd., Shanghai 200093, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001197

Reference66 articles.

1. Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil

2. Tunnelling-induced deformation and damage on historical masonry structures

3. The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay