Closure to "Poisson's Ratio Characteristic Curve of Unsaturated Soils" by Sannith Kumar Thota, Toan Duc Cao, and Farshid Vahedifard.

Autor:	Thota, Sannith Kumar, Cao, Toan Duc, Vahedifard, Farshid
Předmět:	POISSON'S ratio SOILS SOIL mechanics CLAY soils TILLAGE FRICTION velocity
Zdroj:	Journal of Geotechnical & Geoenvironmental Engineering; Jun2022, Vol. 148 Issue 6, p1-4, 4p
Abstrakt:	2 of the original paper" and that "For soils and rocks under undrained condition, HT $$ ht has been proven theoretically to be equal to 0.5 when the Skempton ([22]) HT $B$ ht parameter is equal to 1 at fully saturated conditions." For instance, for very stiff clays at high confining pressures, the theoretical HT $B$ ht value may barely exceed 0.9 even at fully saturated conditions. The Skempton HT $B$ ht parameter depends on both the degree of saturation and the stiffness of the soil skeleton. 1, HT $$ ht is more affected by changes in degree of saturation and confining pressure at small strain conditions compared to large strain conditions (e.g., [10]). [Extracted from the article]
Databáze:	Complementary Index
Externí odkaz:	Zobrazit plný text záznamu