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pro vyhledávání: '"Sofia E. Verykaki"'
Publikováno v:
Geotechnics, Vol 3, Iss 3, Pp 874-893 (2023)
The design of fiber-reinforced soil structures, such as embankments and pavements, can be carried out using the results of unconsolidated, undrained triaxial compression tests conducted on specimens at their “as-compacted” water content and analy
Externí odkaz:
https://doaj.org/article/f3c3ed842dc640d89522bbd217f74b9e
