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
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.
Cited by
19 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献