Performance of a deep excavation with the composite retaining wall using artificial ground freezing method-Reference-Cited by-同舟云学术

Performance of a deep excavation with the composite retaining wall using artificial ground freezing method

Published:2022-12 Issue: Volume:204 Page:103676
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Wang Xiong,Li Mingguang,Chen Jinjian,Zhu Ying

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Program of Shanghai Academic Research Leader

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference52 articles.

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2. Improved analytical prediction of ground frost heave during tunnel construction using artificial ground freezing technique;Cai;Tunn. Undergr. Space Technol.,2019

3. Artificial ground freezing of a volcanic ash: laboratory tests and modelling;Casini;Environ. Geotech.-J.,2016

4. A model test study on the effect of freeze heaving and thaw subsidence for tunnel construction with artificial horizontal ground freezing;Chen;China Civil Eng. J.,2007

5. Novel excavation and construction method of an underground highway tunnel above operating metro tunnels;Chen;J. Aerosp. Eng.,2015

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