Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Michael Ghali"'
Publikováno v:
Canadian Geotechnical Journal. 59:715-725
The establishment of relationships between the shear wave velocity (Vs) and other geotechnical parameters of rockfills under large strains (e.g., oedometer-constrained modulus, Moedo, and tangent elastic modulus, Et) is a significant step toward prec
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::129e70a9a2229d624fb3f55e7175f42b
https://doi.org/10.1139/cgj-2021-0113
https://doi.org/10.1139/cgj-2021-0113
Publikováno v:
Canadian Geotechnical Journal. 58:1-22
The establishment of correlations between the small-strain shear modulus (Go) and other soil parameters (such as the oedometer constrained modulus, Moedo) at large deformations constitutes an important step toward more precise modeling of soil deform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f089826f8231f0ff5a69594bf29cd07d
https://doi.org/10.1139/cgj-2019-0741
https://doi.org/10.1139/cgj-2019-0741
Publikováno v:
Engineering Geology. 255:11-25
The influences of gradation curve properties and particle shape on the cone penetration test (CPT) resistances of normally consolidated clean sand under different relative densities were studied. The proposed empirical correlations were developed bas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::34c04dc4bb1ae5e002ee851a41b7b865
https://doi.org/10.1016/j.enggeo.2019.04.015
https://doi.org/10.1016/j.enggeo.2019.04.015
Publikováno v:
Acta Geotechnica. 15:735-759
In the last few decades, several empirical correlations of SPT-N with geotechnical parameters of sand have been developed based on conventional field and laboratory test results. However, parameters such as, relative density, void ratio range, mean p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bfbc1c4cf2e4d4294d5d50553baf11e8
https://doi.org/10.1007/s11440-018-0745-3
https://doi.org/10.1007/s11440-018-0745-3
Publikováno v:
Geotechnical Testing Journal. 43:20170413
The most widely used methods for the in situ investigation of the mechanical characteristics of soil are field penetration tests such as the standard and cone penetration tests, which apply several empirical correlations. Many geotechnical researcher
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cca037d3a2571dacdba7c0374128a189
https://doi.org/10.1520/gtj20170413
https://doi.org/10.1520/gtj20170413