UNSATURATED PARTICULATE MATERIALS--PARTICLE-LEVEL STUDIES

By Gye-Chun Cho, J. C. Santamarina. 2001

296 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/5d7ab15af5b08736e806428a10a7e08f66d1e21f

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In Civil and Structural Engineering

1. W. Oh
2. S. Vanapalli
3. Gye-Chun Cho

Citations in the corpus

• Effect of stress state on the unsaturated shear strength of a weathered granite (2005, background): “In Terzaghi’s effective stress equation for saturated media, both pore pressure and total stress are boundary actions; however, the pore-water pressure in unsaturated soils causes a local action at the particle level (this is more readily seen in a discontinuous water phase, but it is the case in a ”
• Semi-empirical Model for Estimating the Small-Strain Shear Modulus of Unsaturated Non-plastic Sandy Soils (2014, background): “Due to this reason, several investigators proposed empirical or semi-empirical equations for estimating Gmax taking account of the influence of compaction water content, degree of saturation or matric suction and hysteresis (Cho and Santamarina 2001; Mancuso et al. 2002; Mendoza et al. 2005; Sawangs”