Water-vapor-heat behavior in a freezing unsaturated coarse-grained soil with a closed top-Reference-Cited by-同舟云学术

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Water-vapor-heat behavior in a freezing unsaturated coarse-grained soil with a closed top

Published:2018-11 Issue: Volume:155 Page:120-126
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Bai Ruiqiang,Lai Yuanming,Zhang Mingyi,Gao Jianqiang

Funder

Chinese Academy of Sciences

National Natural Science Foundation of China

State Key Laboratory of Frozen Soil Engineering

Annual Research Program of China Railway Group Limited

Annual Scientific Research Program of China Railway Corporation

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference30 articles.

1. Moisture accumulation and pore water pressures at base of pavements;Eigenbrod;Transp. Res. Rec.,1996

2. Experimental study on the water-heat-vapor behavior in a freezing coarse-grained soil;Gao;Appl. Therm. Eng.,2018

3. Saturation of granular base material due to water vapor flow during freezing: laboratory experimentation and numerical modeling;Guthrie,2006

4. A creep constitutive model for frozen soils with different contents of coarse grains;Hou;Cold Reg. Sci. Tech.,2017

5. An elastic-viscoplastic double-yield-surface model for coarse-grained soils considering particle breakage;Kong;Comput. Geotech.,2017

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