Research on Rock Support Technology of Railway Tunnels Based on Geomechanical Model Tests

Author:

Guo Zhibiao1,Gao Jingwei2ORCID,Yang Dongshan3,Kuai Xiaohui3,Zhao Yuanxin4,Chu Shenghui4

Affiliation:

1. Professor, State Key Laboratory for Geomechanics Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China; School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China.

2. Ph.D. Student, State Key Laboratory for Geomechanics Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China; School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China (corresponding author). ORCID: .

3. Ph.D. Student, State Key Laboratory for Geomechanics Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China; School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China.

4. M.Sc. Student, State Key Laboratory for Geomechanics Deep Underground Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China; School of Mechanics and Civil Engineering, China Univ. of Mining and Technology, Beijing 100083, P. R. China.

Publisher

American Society of Civil Engineers (ASCE)

Reference41 articles.

1. The interaction between yielding supports and squeezing ground

2. Application study on the geomechanical model experiment techniques;Chen A.;Chin. J. Rock Mech. Eng.,2004

3. Chen F. 2009. In Research on failure evolution and control mechanism of surrounding rock of deep roadways and its application 18–20. Xuzhou China: China University of Mining and Technology.

4. A 3-D geomechanics model test study of the anchoring character for deep tunnel excavations;Chen X.;China Civil Eng. J.,2011

5. Mechanical property and engineering application of anchor bolt with constant resistance and large deformation;He M.;Chin. J. Rock Mech. Eng.,2014

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