Physical Simulation Experiment on the Failure Evolution Process and Failure Mode of Soft Surrounding Rock in a Deep Roadway

Author:

Guo Peng1,Fan Jun-qi2,Shi Xiao-yan1,Wu Qing-xiang3

Affiliation:

1. Institute of Defense Engineering, AMS, PLA, Luoyang, Henan 471023, China, https://orcid.org/0000-0003-3930-0345 (P.G.)

2. Institute of Defense Engineering, AMS, PLA, Luoyang, Henan 471023, China (Corresponding author), e-mail: lyfjq@163.com, https://orcid.org/0000-0001-9628-2361

3. School of Civil Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000, China, https://orcid.org/0000-0002-7663-8284

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference31 articles.

1. Physical Modeling of Failure Process of the Excavation in Horizontal Strata Based on IR Thermography;He;Journal of Mining Science and Technology,2009

2. A Statistical Damage Constitutive Model for Softening Behavior of Rocks;Li;Engineering Geology,2012

3. Numerical Simulation of the Failure Mechanism of Circular Tunnels in Transversely Isotropic Rock Masses;Wang;Tunnelling and Underground Space Technology,2012

4. Tunnel Ground Stress Test and Rock Burst Prediction Based on Hydraulic Fracturing Method;Li;Applied Mechanics and Materials,2013

5. Physical Model Test and Evaluation for the Tunnel Stability Influenced by Magnitude and Path of Loading;Hao;Journal of Testing and Evaluation,2018

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