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pro vyhledávání: '"Yasir Al-Badran"'
Autor:
Yasir Al-Badran, Tom Schanz
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 20, Pp 339-358 (2013)
The unsaturated soils are difficult to consider within the framework of classical (saturated) soil mechanics. In general, the unsaturated soil is stiffer than the saturated one (hardening), so the location and slope of normal consolidated line (NCL)
Externí odkaz:
https://doaj.org/article/1136b4300a194308a6f813ca7e3c936a
