Numerical Study of P-Waves Propagating across Deep Rock Masses Based on the Hoek

Numerical Study of P-Waves Propagating across Deep Rock Masses Based on the Hoek–Brown Model

Published:2020-02 Issue:2 Volume:20 Page:04019152
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zheng Yun¹,Chen Congxin²,Liu Tingting³^ORCID,Zhang Wei¹

Affiliation:

1. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.

3. Associate Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China; Associate Professor, Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan Univ. of Technology, Wuhan, Hubei 430070, PR China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001577

Reference30 articles.

1. Analysis of a complex toppling-circular slope failure

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5. Numerical modelling of strata movement at footwall induced by underground mining

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