An experimental study of the relationship between the matric potential, unfrozen water, and segregated ice of saturated freezing soil

Author:

Xue KeORCID,Wen Zhi,Zhu Zhanyuan,Wang Dayan,Luo Fei,Zhang Mingli

Funder

National Natural Science Foundation of China

The Scientific Research and Innovation Team Projecy of Sichuan Educational Commottee

the Foundation of State Key Laboratory of Frozen Soil Engineering

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Akagawa S, Hiasa S, Kanie S (2008) Pore water and effective pressure in the frozen fringe during soil freezing [C]. Proceedings of the Ninth International Conference on Permafrost (Volume 1), Fairbanks: Institute of Northern Engineering, University of Alaska Fairbanks, pp 13–18

2. Anderson DM (1997) General aspect of the physical state of water and water movement in frozen soils[C]. Int. Symp. On Frost Action in Soils, Lilea University of Technology (2):2–16

3. Arenson L, Azmatch T, Sego D (2008) A new hypothesis on ice lens formation in frost-susceptible soils[C]. Proceedings of the Ninth International Conference on Permafrost (Volume 1). Fairbanks: Institute of Northern Engineering, University of Alaska Fairbanks, pp 59–64

4. Azmatch T, Arenson L, Sego D, et al. (2008) Measuring ice lens growth and development of soil strains during frost penetration using particle image velocimetry (GeoPIV) [C]. Proceedings of the Ninth International Conference on Permafrost (Volume 1). Fairbanks: Institute of Northern Engineering, University of Alaska Fairbanks, pp 89–94

5. Azmatch TF, Sego DC, Arenson LU et al (2011) Tensile strength and stress-strain behavior of Devon silt under frozen fringe conditions. Cold Reg Sci Technol 68:85–90

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