Frost heave and frost heaving-induced pressure under various restraints and thermal gradients during the coupled thermal–hydro processes in freezing soil-Reference-Cited by-同舟云学术

Frost heave and frost heaving-induced pressure under various restraints and thermal gradients during the coupled thermal–hydro processes in freezing soil

Published:2018-07-20 Issue:5 Volume:78 Page:3671-3683
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Ji Yukun,Zhou Guoqing,Hall Matthew R.

Funder

National Natural Science Foundation of China

Newton Fund of the UK-China Research and Innovation Partnership Fund

111 Project

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10064-018-1345-z.pdf

Reference31 articles.

1. Bronfenbrener L, Bronfenbrener R (2010) Modeling frost heave in freezing soils. Cold Reg Sci Technol 61:43–64

2. Cheng GD, Li X (2003) Constructing the Qinghai–Tibet Railroad: new challenges to Chinese permafrost scientists. Proceedings of the 8th International Conference on Permafrost. A.A.BALKEMA Publishers, Tokyo, pp 131–134

3. Gilpin RR (1979) A model of the “liquid-like” layer between ice and a substrate with applications to wire regelation and particle migration. J Colloid Interf Sci 68(2):235–251

4. Gilpin RR (1980) A model for the prediction of ice lensing and frost heave in soils. Water Resour Res 16(5):918–930

5. Harlan RL (1973) Analysis of coupled heat–fluid transport in partially frozen soil. Water Resour Res 9(5):1314–1323

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