Comparison of Modeling Soil Parameters Using Random Variables and Random Fields in Reliability Analysis of Tunnel Face-Reference-Cited by-同舟云学术

Comparison of Modeling Soil Parameters Using Random Variables and Random Fields in Reliability Analysis of Tunnel Face

Published:2019-01 Issue:1 Volume:19 Page:04018184
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Cheng Hongzhan¹,Chen Jian²,Chen Renpeng³,Chen Guoliang⁴

Affiliation:

1. Postdoctoral Research Associate, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, P. R. China.

2. Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, P. R. China (corresponding author).

3. Professor, College of Civil Engineering, Hunan Univ., Changsha, Hunan 410082, P. R. China.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001330

Reference34 articles.

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2. Shallow Tunnels in Cohesionless Soil: Stability of Tunnel Face

3. Face stability analysis of shallow shield tunnels in dry sandy ground using the discrete element method

4. Effects of anisotropy in correlation structure on the stability of an undrained clay slope;Chenari R. J.;Georisk,2015

5. The stability of shallow tunnels and underground openings in cohesive material

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