Zobrazeno 1 - 6
of 6
pro vyhledávání: '"G. M. Rotisciani"'
Publikováno v:
Acta Geotechnica. 16:3355-3380
The paper presents a new single-surface elasto-plastic model for unsaturated cemented soils, formulated within the critical state soil mechanics framework, which should be considered as an extension to unsaturated conditions of a recently proposed co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::86b943f8d0349ea04152613c7575fcd1
https://doi.org/10.1007/s11440-021-01313-7
https://doi.org/10.1007/s11440-021-01313-7
Publikováno v:
Geotextiles and Geomembranes. 48:591-601
Fine-grained dredged sediments can be efficiently and sustainably handled by hydraulically filling containment facilities, which can then be reclaimed. This study presents two numerical modelling strategies, characterized by markedly different levels
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::39ab46d1b24b28806b9be51d2d511f27
https://doi.org/10.1016/j.geotexmem.2020.03.005
https://doi.org/10.1016/j.geotexmem.2020.03.005
Publikováno v:
Challenges and Innovations in Geomechanics ISBN: 9783030645137
In many geotechnical problems, failure conditions involve the formation of a narrow shear band where shear strains localize. In this study, the thickness of the shear bands was indirectly determined based on the results of constant normal load direct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5f13fa5b9634ff6a210bfe5678bf2b7f
http://hdl.handle.net/11573/1510749
http://hdl.handle.net/11573/1510749
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030213589
An efficient and sustainable way to handle dredged sediments is to re-use them to fill coastal containment facilities and then reclaim their areas. When large volumes of fine-grained soils are involved, the dredging is usually carried out hydraulical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f8f05aecabfe537394288b9be57703ff
http://hdl.handle.net/11573/1298877
http://hdl.handle.net/11573/1298877
Publikováno v:
Canadian Geotechnical Journal. 53:210-224
In this paper, excavations for the construction of a tall building with deep basements in a congested area in Rome, close to the Tiber river are described. The project was technically challenging due to the close proximity of existing buildings, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4a6b090e3e603c26944918b334286a8c
https://doi.org/10.1139/cgj-2015-0244
https://doi.org/10.1139/cgj-2015-0244
Autor:
G. M. Rotisciani, S. Miliziano
Publikováno v:
International Journal of Geomechanics. 14
The Severn-Trent sand model is an advanced elastoplastic constitutive model that accurately reproduces the nonlinear mechanical response of coarse-grained soils at small to relatively high strain levels under monotonic loading. The model, formulated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9a3df00bd24a129cd61a7c86d0c39cc6
https://doi.org/10.1061/(asce)gm.1943-5622.0000373
https://doi.org/10.1061/(asce)gm.1943-5622.0000373