Zobrazeno 1 - 4
of 4
pro vyhledávání: '"Tri-axial compression tests"'
In this study, parameters which define Drucker-Prager yield criterion were investigated experimentally for both normal strength concrete (NSC) and high strength concrete (HSC) by triaxial compression tests. Total 16 concrete series with different con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e538b78e1f5daf93a0a283a1847b1c57
https://hdl.handle.net/20.500.12403/614
https://hdl.handle.net/20.500.12403/614
Publikováno v:
Geotechnical and Geological Engineering. 31:801-808
Clays treated with lower cement contents often exhibit behaviour similar to stiff clays with planar failure surface under triaxial compression. In the present work the behaviour of a marine clay treated with 5 % cement, subjected to undrained triaxia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0a9b36a2b56b53426faaf053dd19d7c2
https://doi.org/10.1007/s10706-012-9605-3
https://doi.org/10.1007/s10706-012-9605-3
Critical state soil mechanics (CSSM) has been proven to be a successful approach in predicting the behavior of clean sand; however, whether it would work well with pond ash is still unknown. Hence, the aim of this study is to evaluate the applicabili
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3735d5b24d07e2399a281c2747511507
https://hdl.handle.net/1959.8/161281
https://hdl.handle.net/1959.8/161281
Publikováno v:
IndraStra Global.
Determination of critical state parameters are essential, when critical state soil mechanics based soil models are used for the analysis. Isotropic consolidation test and triaxial tests with accurate measurements of volume change and pore pressure ar
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::813d23f5f1c12f7243a4792cee179a0c