Mechanical behavior of frozen soils: Experimental investigation and numerical modeling

Author:

Shastri Ajay,Sánchez Marcelo,Gai Xuerui,Lee Moo Y.,Dewers Thomas

Funder

National Nuclear Security Administration

National Science Foundation

Sandia National Laboratories

U.S. Department of Energy

National Science Foundation Division of Civil Mechanical and Manufacturing Innovation

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference95 articles.

1. A constitutive model for partially saturated soils;Alonso;Géotechnique.,1990

2. Effects of volumetric ice content and strain rate on shear strength under triaxial conditions for frozen soil samples;Arenson;Permafr Periglac Process.,2004

3. Frozen Ground Engineering;Andersland,2003

4. ASTM D4543. 2008. Standard Practices for Preparing Rock Core as Cylindrical Test Specimens and verifying Conformance to Dimensional and Shape Tolerances. ASTM 1–9.

5. Arenson, L.U., Springman, S.M., Sego, D.C., 2007. The rheology of frozen soils. Appl Rheol. 17 (1), 12147–1 - 12147–14 https://doi.org/10.1515/arh-2007-0003.

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