Practical model of deformation prediction in soft clay after artificial ground freezing under subway low-level cyclic loading-Reference-Cited by-同舟云学术

Practical model of deformation prediction in soft clay after artificial ground freezing under subway low-level cyclic loading

Published:2018-06 Issue: Volume:76 Page:30-42
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Zhou Jie^ORCID,Tang Yiqun

Funder

National Natural Science Foundation of China

Shanghai Sailing Program

Tongji University Talent Program

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference34 articles.

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2. Traffic-load-induced permanent deformation of road on soft subsoil;Chai;J. Geotech. Geoenviron. Eng.,2002

3. Over-consolidation effect of ground freezing;Chamberlain;Eng. Geol.,1981

4. Effect of freezing and thawing on the permeability and structure of soils;Chamberlain;Eng. Geol.,1979

5. Chamberlain, E.J., Iskandar, I., Hunsicker, S.E. 1990. Effect of freeze-thaw cycles on the permebaility and macrostructure of soils. In: Proc. Int. Symp. on Frozen Soil Impacts on Agric, Range and Forest Land, CRREL Special Report 90-1, pp. 145–155. US Army Corps of Engineers, Cold Region Research & Engineering Laboratory Hanover.

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