Intergranular state variables and stress-strain behaviour of silty sands
By S. Thevanayagam, S. Mohan. 2000
308 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/cbbac45aeefa2f98dae05e44a272cfdbb1699814
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In Civil and Structural Engineering
In Mechanics of Materials
Citations in the corpus
- THE EFFECT OF FINES ON CRITICAL STATE AND LIQUEFACTION RESISTANCE CHARACTERISTICS OF NON-PLASTIC SILTY SANDS (2008, methodology): “…contents, when the sand grains become isolated (VSAND may be ignored), the interˆne void ratio, ef, may be a more appropriate parameter to be used (Thevanayagam and Mohan, 2000): ef＝ VV VFINES (3) Similarly, for saturated specimens (Sr＝100z) and considering that GSF§GSG, the interˆne void ratio…”
- Exploring the influence of interparticle friction on critical state behaviour using DEM (2014, background): “Therefore, following Thevanayagam and Mohan [34], the rattlers can be considered as part of the void space, and an intergranular void ratio (es) can be defined as Copyright © 2014 John Wiley & Sons, Ltd. Int.”
- A micromechanics-based model for sand-silt mixtures (2014, unknown): “Numerous experimental investigations (Pitman, Robertson, & Sego, 1994; Zlatovic & Ishihara, 1995; Lade & Yamamuro, 1997; Thevanayagam & Mohan, 2000; Salgado, Bandini, & Karim, 2000; Polito & Martin, 2001; Thevanayagam, Shenthan, Mohan, & Liang, 2002; Xenaki & Athanasopoulos, 2003; Naeini & Baziar,…”