Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Filippo Vinale"'
Publikováno v:
Canadian Geotechnical Journal. 44:463-472
This is the follow-up paper to Vassallo et al. (2007), which discussed the experimentally observed small-strain behaviour of an unsaturated compacted silt. The influence that suction and, more in general, mean net stress – suction history has on th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::db11faf06c95b541a085b5b2fe045d52
https://doi.org/10.1139/t06-130
https://doi.org/10.1139/t06-130
Publikováno v:
Canadian Geotechnical Journal. 37:748-763
This paper reports the experimental study and modelling of the mechanical response of a silty sand used in the core of the Metramo dam, Italy. Specimens were prepared by compacting the soil at optimum water content conditions using the modified Proct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bb3a64ec47fb78ac61beb94a83982786
https://doi.org/10.1139/t00-004
https://doi.org/10.1139/t00-004
Publikováno v:
Canadian Geotechnical Journal. 36:1-12
This paper describes two new apparatuses recently developed at the Università di Napoli Federico II (Italy) in order to test soils under unsaturated conditions. The related experimental procedures and the first results obtained on a dynamically comp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::55e2bc2d19c649d25efb38dc2268f778
https://doi.org/10.1139/t98-093
https://doi.org/10.1139/t98-093
Publikováno v:
Soils and Foundations. 39:69-82
The experimental results reported in this paper were obtained performing monotonic, cyclic and dynamic torsional shear tests on a stiff Italian clay in the pre-failure stress-strain range. The experimental results clearly demonstrated that the small
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::60f95539316bcbac22221b305802a480
https://doi.org/10.3208/sandf.39.2_69
https://doi.org/10.3208/sandf.39.2_69
An experimental study was carried out to investigate the effects of the mean net stress and suction history on the initial shear stiffness, G0, of a compacted clayey silt. Isotropic tests were performed using two suction-controlled devices, a triaxia
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4ed065d1f50a47cf4cd2a424a5e8f8c
http://hdl.handle.net/11588/203157
http://hdl.handle.net/11588/203157
Publikováno v:
Scopus-Elsevier
The paper analyses the mechanical behaviour of a silty sand, as it was measured in laboratory tests on samples prepared with different density and moisture contents. After a description of the physical characteristics of the material, the methods use
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d5396e135a5466b142b56a9a7a9a3e4
http://hdl.handle.net/11695/1426
http://hdl.handle.net/11695/1426
Publikováno v:
Scopus-Elsevier
Compacted granular soils with small additions of bentonite have been used to build geotechnical structures such as impervious liners and cores of zoned earth dams. This paper presents a laboratory study showing how physical and mechanical characteris
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f60804d1ce64b4a86da1c967b346da2c
http://hdl.handle.net/11588/163633
http://hdl.handle.net/11588/163633
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