Frost heave and thawing settlement of the ground after using a freeze-sealing pipe-roof method in the construction of the Gongbei Tunnel

Author:

Cai Haibing,Hong Rongbao,Xu Liuxun,Wang Changbai,Rong Chuanxin

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference33 articles.

1. A duration prediction model of surface thawing settlement in construction period of tunnel with horizontal freezing method;Cai;Rock Soil Mech.,2014

2. Numerical analysis of ground displacement due to orthotropic frost heave of frozen soil in freezing period of tunnel;Cai;Chinese J. Rock Mech. Eng.,2015

3. A method for predicting ground surface settlement in the artificial thawing period of tunnel horizontally frozen wall;Cai;Rock Soil Mech.,2015

4. Model test and numerical simulation of frost heave during twin-tunnel construction using artificial ground-freezing technique;Cai;Comput. Geotech.,2019

5. Coller, P.J., Abbott, D.G., 1994. Microtunneling techniques to form an insitu barrier around existing structures. High Level Radioactive Waste Management: Proceedings of the Fifth Annual international Conference. Las Vegas, USA, 2, 386–394.

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