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pro vyhledávání: '"Haisui Yu"'
Semi-analytical solution for drained expansion analysis of a hollow cylinder of critical state soils
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 6, Pp 2326-2340 (2024)
The expansion of a thick-walled hollow cylinder in soil is of non-self-similar nature that the stress/deformation paths are not the same for different soil material points. As a result, this problem cannot be solved by the common self-similar-based s
Externí odkaz:
https://doaj.org/article/f45ba896b57447df83b3cb616fe647fe
Publikováno v:
Soil Dynamics and Earthquake Engineering. 162:107480