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Triaxial
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The influence of the degree of overconsolidation on the mechanical behaviour of a fine-grained soil
Publication at Faculty of Science
|
2006
3 people
Abstract
The influence of the degree of overconsolidation on the mechanical behaviour of a fine-grained soil
Keywords
clay
overconsolidation ratio
triaxial test
People
person
RNDr. Mgr. Václav Hájek
Faculty of Science
person
prof. RNDr. David Mašín Ph.D.
Faculty of Science
person
Ing. Jan Boháč CSc.
Faculty of Science