Performance of a Deep Excavation Irregular Supporting Structure Subjected to Asymmetric Loading-Reference-Cited by-同舟云学术

Performance of a Deep Excavation Irregular Supporting Structure Subjected to Asymmetric Loading

Published:2019-07 Issue:7 Volume:19 Page:05019007
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Shouhua¹^ORCID,Yang Junsheng²,Fu Jinyang³^ORCID,Zheng Xiangcou⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Central South Univ., Changsha 410075, People’s Republic of China. ORCID:

2. Professor, School of Civil Engineering, Central South Univ., Changsha 410075, People’s Republic of China (corresponding author).

3. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, People’s Republic of China. ORCID:

4. Ph.D. Candidate, Civil Engineering and Geoscience, Delft Univ. of Tech., Mekelweg 5, Delft 2628 CD, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001468

Reference41 articles.

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2. Estimation of Design Parameters for Braced Excavation: Numerical Study

3. Clough G. W. and T. D. O’Rourke. 1990. “Construction induced movements of in situ walls.” In Design and Performance of Earth Retaining Structures Geotechnical Special Publication 25 439–470. Reston VA: ASCE.

4. Constitutive modeling of materials and contacts using the disturbed state concept: Part 1 – Background and analysis

5. Constitutive modeling of materials and contacts using the disturbed state concept: Part 2 – Validations at specimen and boundary value problem levels

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