Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Vassiliki N. Georgiannou"'
Autor:
Vassiliki N. Georgiannou, Eleni-Maria E. Pavlopoulou, Panagiotis K. Triantafyllos, Yannis F. Dafalias
Publikováno v:
Géotechnique. 72:471-485
To evaluate the effect of stabilisation by using a colloidal silica aqueous gel on the subsequent behaviour of sand, the dilatancy and peak and ultimate strength characteristics of M31 sand were investigated before and after stabilisation. Triaxial c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06b9316ffc641e3c724d41aa25535dc5
https://doi.org/10.1680/jgeot.19.p.123
https://doi.org/10.1680/jgeot.19.p.123
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
The response of sands stabilized with colloidal silica aqueous gel is investigated in the laboratory. The role of colloidal silica on subsequent sand behavior is examined with the aid of mo...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09997cddf6bde10649f16098e7f16800
https://doi.org/10.1061/(asce)gt.1943-5606.0002641
https://doi.org/10.1061/(asce)gt.1943-5606.0002641
Publikováno v:
Acta Geotechnica. 15:197-221
The conditions that trigger the unrestrained flow deformation of loose anisotropic sand are investigated. An instability surface (IS) is defined in the deviatoric plane. It comprises the transient-peak states at which flow instability is triggered wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4b6609ddf8e520483ba133f10e67757
https://doi.org/10.1007/s11440-019-00887-7
https://doi.org/10.1007/s11440-019-00887-7
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
The potential for enhanced strength or stiffness arising from the microstructure of natural silty soils compared with their reconstituted state is examined using the framework for clays, to...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7ba059e17f7ef955a5e28a12db4c3c9
https://doi.org/10.1061/(asce)gt.1943-5606.0001891
https://doi.org/10.1061/(asce)gt.1943-5606.0001891
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 144
The behavior of sands exhibiting both unstable and stable response, in their loose deposited state, under axial-torsional shearing involving continuous principal stress rotation is investig...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0d3aee839276fb44006d72d081304c8f
https://doi.org/10.1061/(asce)gt.1943-5606.0001878
https://doi.org/10.1061/(asce)gt.1943-5606.0001878
Autor:
Antonio Gens, Matteo Oryem Ciantia, Vassiliki N. Georgiannou, Richard J. Jardine, Marcos Arroyo, Fatin N. Altuhafi, Way Way Moinet
Publikováno v:
Géotechnique. 69:1029-1030
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::63c8181e0a8669154a1579f60be4cb03
https://doi.org/10.1680/jgeot.18.d.010
https://doi.org/10.1680/jgeot.18.d.010
The stresses acting in the soil mass adjacent to the tips and shafts of displacement piles during installation and loading in medium-dense sand have been simulated in triaxial stress path tests on Fontainebleau NE34 sand. The very high normal and she
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::13d2564e88fbdfb6f22de230ae16b8e0
http://hdl.handle.net/10044/1/50546
http://hdl.handle.net/10044/1/50546
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 140
This study addresses the effects of anisotropic consolidation on sand behavior by comparing the detailed response of undrained torsional shearing of two sands isotropically and anisotropically consolidated to a range of consolidation stresses and rel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67a2457814a538e631c709af6dd5e4f8
https://doi.org/10.1061/(asce)gt.1943-5606.0000985
https://doi.org/10.1061/(asce)gt.1943-5606.0000985