New Analytical Solutions for Cohesive–Frictional Soils above Deep Active Trapdoors-Reference-Cited by-同舟云学术

New Analytical Solutions for Cohesive–Frictional Soils above Deep Active Trapdoors

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Fuquan¹^ORCID,Luo Shanchu²,Lai Fengwen³^ORCID

Affiliation:

1. Professor, College of Civil Engineering, Fuzhou Univ., No. 2, Xueyuan Rd., Fuzhou 350116, China; Key Laboratory of Geohazard Prevention of Hilly Mountains (Ministry of Natural Resources), Fujian Key Laboratory of Geohazard Prevention, Fujian 350002, China. ORCID: .

2. Master’s Student, College of Civil Engineering, Fuzhou Univ., No. 2, Xueyuan Rd., Fuzhou 350116, China.

3. Ph.D. Candidate, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 211189, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002592

Reference55 articles.

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2. Prediction of Undrained Sinkhole Collapse

3. Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer

4. A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils

5. Modified Terzaghi loozening earth pressure based on theory of main stress axes rotation;Chen R. X.;Rock Soil Mech.,2010

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