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pro vyhledávání: '"Mahmood D. Ahmed, Ass. Prof. Dr."'
Publikováno v:
Journal of Engineering, Vol 21, Iss 3 (2015)
Unsaturated soil can raise many geotechnical problems upon wetting and drying resulting in swelling upon wetting and collapsing (shrinkage) in drying and changing in the soil shear strength. The classical principles of saturated soil are often not su
Externí odkaz:
https://doaj.org/article/3e50767f383747e7842355dab8596962
