Effect of Temperature Gradients on the Frost Heave of a Saturated Silty Clay with a Water Supply-Reference-Cited by-同舟云学术

Effect of Temperature Gradients on the Frost Heave of a Saturated Silty Clay with a Water Supply

Published:2017-12 Issue:4 Volume:31 Page:04017011
ISSN:0887-381X
Container-title:Journal of Cold Regions Engineering
language:en
Short-container-title:J. Cold Reg. Eng.

Author:

Zhang Mingyi¹,Zhang Xiyin²,Li Shuangyang³,Lu Jianguo²,Pei Wansheng⁴

Affiliation:

1. Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China (corresponding author).

2. Graduate Student, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China.

3. Associate Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China.

4. Assistant Professor, State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences, Lanzhou 730000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Industrial and Manufacturing Engineering,Geotechnical Engineering and Engineering Geology

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CR.1943-5495.0000137

Reference17 articles.

1. Frost heave and phase front instability in freezing soils

2. Frost heave and water uptake rates in silty soil subject to variable water table height during freezing

3. Moisture movement in soils under temperature gradients with the cold-side temperature below freezing

4. The influence of heat extraction rate in freezing soils

5. Influence of cooling rate on the temperature of ice lens formation in clayey silts

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