A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses-Reference-Cited by-同舟云学术

A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses

Published:2022-04 Issue:4 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chen Haohua¹^ORCID,Li Lin²^ORCID,Li Jingpei³,Sun De'an⁴^ORCID

Affiliation:

1. School of Highway, Chang’an Univ., Xi’an 710064, China; Dept. of Civil and Architectural Engineering and Mechanics, Univ. of Arizona, Tucson, AZ 85721. ORCID: .

2. School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author). ORCID: .

3. Dept. of Geotechnical Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, China.

4. Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002335

Reference39 articles.

1. Lined Circular Tunnels in Elastic Transversely Anisotropic Rock at Depth

2. An analytical solution for shallow buried tunnel reinforced by point anchored rockbolts

3. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek–Brown failure criterion

4. A Fully Analytical Solution of the Wellbore Stability Problem under Undrained Conditions Using a Linearised Cam-Clay Model

5. A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils

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