Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion-Reference-Cited by-同舟云学术

Mechanical Characteristics of Similar Weakly Cemented Soft Rock under Directional Shear Stress Path and Modified Lade–Duncan Criterion

Published:2024-11 Issue:11 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Liu Jiashun¹^ORCID,Zheng Zhiyong²,Zhou Hui³,Zhou Ni²,Wang Yang²,Sun Mengyao²,Yang Yang⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Liaoning Technical Univ., Fuxin 123000, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, China (corresponding author). ORCID: .

2. School of Civil Engineering, Liaoning Technical Univ., Fuxin 123000, China.

3. Research Fellow, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China;

4. Senior Engineer, China Railway Ninth Bureau Group Fourth Engineering Co., Ltd., Shenyang 110013, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-10680

Reference36 articles.

1. Viscoelasto-viscoplastic solutions for circular tunnel based on D-P yield criterion and Nishihara model;Cao S.;Rock Soil Mech.,2021

2. The rotation of the principal stress axis of tunnel surrounding rock during excavation and its influence on the failure mode of surrounding rock;Cui W.;J. Cent. South Univ.,2016

3. Damage initiation and propagation in hard rock during tunnelling and the influence of near-face stress rotation

4. Strength criteria and slipping planes of anisotropic sand considering direction of major principal stress;Dong T.;Chin. J. Geotech. Eng.,2018

5. Wellbore-Stability Predictions by Use of a Modified Lade Criterion