Experimental and numerical investigations on frost damage mechanism of a canal in cold regions

Author:

Li Shuangyang,Zhang Mingyi,Tian Yibin,Pei Wansheng,Zhong Hua

Funder

National Natural Science Foundation of China

Ministry of Water Resource's Special Funds for Scientific Research on Public Causes

100-Talent Program of the Chinese Academy of Sciences

West Light Foundation of the Chinese Academy of Sciences

Foundation of State Key Laboratory of Frozen Soil Engineering

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference68 articles.

1. Frozen Ground Engineering;Andersland,2004

2. The unfrozen interfacial phase in frozen soil water system;Anderson;Ecol. Study Anal. Synthesis,1973

3. Energetic effects during phase transition under freezing–thawing load in porous media — a continuum multiphase description and FE-simulation;Bluhm;ZAMM - J. Appl. Math. Mech.,2014

4. Establishment and Application of Mechanics Model of Frost Heaving Damage of Concrete Lining Open Canal;Chen,2004

5. The test for frost heaving damage mechanism in U-shape channel;Chen;J. Irrig. Drain.,2006

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