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pro vyhledávání: '"Olszewska MA"'
Autor:
Meyer Zygmunt, Olszewska Magdalena
Publikováno v:
Architecture, Civil Engineering, Environment, Vol 16, Iss 2, Pp 111-117 (2023)
The paper describes two models for determining the constrained elasticity modulus of organic soils based on the settlement of an overloading embankment. In these methods, based on the settlement of the embankment of the load exerted on the subsoil, u
Externí odkaz:
https://doaj.org/article/8aa90cd037d24e6da8a7368ab54effba