In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method-Reference-Cited by-同舟云学术

In Situ Stress Field along the Axis of Deeply Buried Tunnel in Southwest China Employing the Segmented Single-Borehole Inversion Method

Published:2022-06 Issue:6 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Zihan¹,Chen Ziquan²^ORCID,He Chuan³,Meng Wei¹,Wu Fangyin¹,Kou Hao¹,Yan Jian⁴

Affiliation:

1. Ph.D. Student, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

2. Senior Lecturer, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). ORCID: .

3. Professor, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

4. Senior Lecturer, Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002377

Reference42 articles.

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3. Supporting mechanism and mechanical behavior of a double primary support method for tunnels in broken phyllite under high geo-stress: a case study

4. 3D numerical simulation of heterogeneous in situ stress field in low-permeability reservoirs

5. Determination of the stress field in a mountainous granite rock mass

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