Three-Dimensional Numerical Modeling of Freezing Construction of Underpass Tunnels Considering Orthotropic Anisotropy of Frozen Soil-Reference-Cited by-同舟云学术

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Three-Dimensional Numerical Modeling of Freezing Construction of Underpass Tunnels Considering Orthotropic Anisotropy of Frozen Soil

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Mengkai¹,Cai Haibing²^ORCID,Pang Changqiang¹

Affiliation:

1. School of Civil Engineering and Architecture, Anhui Univ. of Science and Technology, No. 168 Taifeng St., Shannan New District, Huainan, Anhui 232001, P.R. China.

2. School of Civil Engineering and Architecture, Anhui Univ. of Science and Technology, No. 168 Taifeng St., Shannan New District, Huainan, Anhui 232001, P.R. China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9132

Reference19 articles.

1. Artificial ground freezing: A review of thermal and hydraulic aspects

2. Model test and numerical simulation of frost heave during twin-tunnel construction using artificial ground-freezing technique

3. Improved analytical prediction of ground frost heave during tunnel construction using artificial ground freezing technique

4. Effect of shallow tunnel construction by horizontal freezing on adjacent orthogonal subgrades;Dong J.;Chin. J. Rock Mech. Eng.,2020

5. Integrated prediction model of ground surface deformation during tunnel construction using local horizontal freezing technology;Hong R.;Arabian J. Sci. Eng.,2022

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