Experimental study on the physical-mechanical properties of frozen silt

Author:

Christ Martin,Kim Young-Chin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference12 articles.

1. Akagawa, S., Goto, S., and Ryokai, K. (1982). “Review and findings of laboratory tests on the mechanical properties of artificially frozen soils.” Shimizu. Tech. Res. Bull., No. 1, pp. 7–17.

2. Andersland, O. B. and Ladanyi, B. (1994). An introduction to frozen ground engineering, New York: ASCE & John Wiley & Sons. p. 363.

3. Bragg, R. A. and Andersland, O. B. (1981). “Strain rate, temperature, and sample size effects on compression and tensile properties of frozen sand.” Engineering Geology, vol. 18, No. 1–4, pp. 35–46.

4. Chenaf, D., Amara, N., and Tetreault, M. (2006). “Laboratory investigation of the effect of diesel contamination on the unfrozen water content curve of a frozen soil.” 3rd International Symposium and Workshop on Time Domain Reflectrometry for Innovative Soil Applications, Paper 47.

5. Jessberger, H. L. (1981). “A state-of-the-art report. Ground freezing: Mechanical properties, processes and design.” Engineering Geology, Vol. 18, No. 1–4, pp. 5–30.

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