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pro vyhledávání: '"Hardenberg Maximilian"'
Publikováno v:
E3S Web of Conferences, Vol 382, p 12003 (2023)
The paper investigates the deformation behaviour of partially saturated clay beams under flexural stress. Beams were prepared from two clays and then loaded until failure. Three degrees of saturation and two loading rates were examined for each clay.
Externí odkaz:
https://doaj.org/article/a94fa1b295e64f69826c307ed16d4363