Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Vito Nicola Ghionna"'
Publikováno v:
Geomechanics and Geoengineering. 11:164-175
The purpose of this paper is to investigate mechanical and hydraulic properties of sands treated with mineral-based grouts through the results of a laboratory test programme consisting of unconfined compression tests (UCS), triaxial bender element te
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be5eab7158d1a8a3808efa32dbf4c233
https://doi.org/10.1080/17486025.2015.1057621
https://doi.org/10.1080/17486025.2015.1057621
Publikováno v:
Canadian Geotechnical Journal. 44:739-752
The sliding interaction between sand and structural materials is involved in many geotechnical applications and is particularly important for the derivation of the shaft capacity of piles. Such interaction develops principally at the interface betwee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b07deb46204b3c2a584863c189fd5d3e
https://doi.org/10.1139/t07-019
https://doi.org/10.1139/t07-019
Autor:
D. Porcino, Vito Nicola Ghionna
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 132:194-202
The paper deals with an experimental study of the undrained cyclic behavior of a natural coarse sand and gravel deposit located in Gioia Tauro, a town situated on the continental side of the Messina Strait in Italy. The study was conducted through cy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d5a8e9e37ad8a992ddd7be66c2ee654
https://doi.org/10.1061/(asce)1090-0241(2006)132:2(194)
https://doi.org/10.1061/(asce)1090-0241(2006)132:2(194)
Publikováno v:
Scopus-Elsevier
Frictional interaction between granular materials and solid surfaces is encountered in many geotechnical applications. Such an interaction develops through a very thin layer of soil called interface. This paper deals with the formulation of a nonasso
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5e696fdbd6b6e5d7ed39fd4e0d79145f
Autor:
Vito Nicola Ghionna, Giuseppe Mortara
Publikováno v:
Géotechnique. 52:41-50
Soil–structure interaction problems are often involved in geotechnical applications. Sand–structure interface behaviour depends on several factors, but principally on the tendency of the interface soil to dilate or contract in a restraining mediu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::010398b9d60cba67d1fc751611fd0035
https://doi.org/10.1680/geot.2002.52.1.41
https://doi.org/10.1680/geot.2002.52.1.41
Publikováno v:
International Journal for Numerical and Analytical Methods in Geomechanics. 26:1071-1096
The paper concerns a 2-D constitutive model for interface behaviour between sand and solid inclusions under cyclic loading. The model is based on the experimental results obtained from laboratory direct shear interface tests conducted under both cons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0233040cefa35651f993d896f429477d
https://doi.org/10.1002/nag.236
https://doi.org/10.1002/nag.236
The paper will offer insights regarding the effects of cyclic prestrain history on the undrained behaviour of an uncemented carbonate sand (Quiou sand) through a modified NGI simple shear (SS) apparatus. Tests were carried out on specimens reconstitu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c095a9d188d84b04faa28b9ccb3e45e0
http://hdl.handle.net/11583/2363903
http://hdl.handle.net/11583/2363903
Publikováno v:
Journal of Geotechnical Engineering. 116:1015-1020
Normalized small strain Young and shear moduli of pluvially deposited predominantly silica Ticino sand are well correlated against the state parameter as defined by Been and Jefferies. The same holds true for normalized cone resistance measured durin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a703228d24f4aa87e5ed3f5293a4a8a
https://doi.org/10.1061/(asce)0733-9410(1990)116:6(1015)
https://doi.org/10.1061/(asce)0733-9410(1990)116:6(1015)
Publikováno v:
Mathematical and Computer Modelling. 37(5-6)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e57c07207afaf3a31c4483b96c4cded7