Volume change behavior of root-permeated soils under partially saturated conditions
نویسندگان
چکیده
منابع مشابه
Behavior of Granular Soils under Dry and Saturated Conditions in Cyclic Torsional Shear Tests
This paper presents results from drained cyclic torsional shear tests on Toyoura sand and a residual soil under dry and saturated conditions. The relationships of shear strain, z with shear stress, z ; normalized shear stress, z z / ; vertical strain, z ; and equivalent shear modulus, Geq are compared. The investigation of granular decomposition with respect to its influence o...
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ژورنال
عنوان ژورنال: E3S Web of Conferences
سال: 2020
ISSN: 2267-1242
DOI: 10.1051/e3sconf/202019501007