Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Camillo Airò Farulla"'
Publikováno v:
Engineering Geology. 235:20-38
The paper discusses the field investigations, geotechnical characterization and time evolution of horizontal displacements in a wide landslide. The latter, triggered by an earthquake occurring in September 2002, is located in Sicily and involves a th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1dff54bcb64eb1bfc874b21dc6672fe
https://doi.org/10.1016/j.enggeo.2018.01.016
https://doi.org/10.1016/j.enggeo.2018.01.016
Publikováno v:
Acta Geotechnica. 11:37-50
Scaly clays are stiff and highly fissured clays often used as construction materials. This paper presents the results of triaxial compression tests carried out on saturated and unsaturated samples of a compacted scaly clay. Complementary investigatio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7eda1b455c13ee35a25057b8a7f55ac3
https://doi.org/10.1007/s11440-015-0379-7
https://doi.org/10.1007/s11440-015-0379-7
Autor:
Marco Rosone, Camillo Airò Farulla
Publikováno v:
Procedia Earth and Planetary Science. 9:195-200
The solution of the modeling test presented in the paper is based on an uncoupled hydro-mechanical approach. Firstly, the controlled infiltration process is modeled by a finite element transient groundwater seepage software. Afterwards, calculated po
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c349a33f8d53496d1e40da9582e5accd
Publikováno v:
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS) ISBN: 9783319527727
The paper presents some experimental results collected on samples recovered from an experimental embankment obtained by compacting a lime-treated clay. Samples were collected soon after the in situ compaction and they were cured in controlled environ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::245622225f19750f95e5b3442a23f6b9
https://doi.org/10.1007/978-3-319-52773-4_18
https://doi.org/10.1007/978-3-319-52773-4_18
Publikováno v:
Canadian Geotechnical Journal. 47:688-703
The research presented in this paper focuses on the investigation and modelling of the volume change response of compacted tectonised clay samples subjected to several wetting and drying cycles in controlled-suction oedometers. Oedometer tests were c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f6b625dd9d6c977b60abbb5f86d28f8d
https://doi.org/10.1139/t09-138
https://doi.org/10.1139/t09-138
Studying the shear strength of a naturally weathered clay is important to understand rain-induced slope failures in weathered soils. However, experimental studies on naturally weathered soils are limited. The paper focuses on the laboratory experimen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3fb72cc86d3c133bde39bfb847a944f
http://hdl.handle.net/10447/221932
http://hdl.handle.net/10447/221932
Publikováno v:
Unsaturated Soils: Research and Applications ISBN: 9783642313424
A body of experimental data on the water retention behaviour of compacted samples of an Italian scaly clay is analysed. The mechanical and the hydraulic behaviour of compacted samples of this clay are governed by multi-scale arrangement of scales and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e73b94d7111e7195dba85a8446f2b50a
https://doi.org/10.1007/978-3-642-31343-1_7
https://doi.org/10.1007/978-3-642-31343-1_7
Autor:
Camillo Airò Farulla, Marco Rosone
Publikováno v:
Unsaturated Soils: Research and Applications ISBN: 9783642311154
The paper presents the results of an experimental research aimed at investigating the shear strength characteristics of an unsaturated compacted scaly clay. Shear strength was investigated by suction-controlled triaxial compression tests on dynamical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ea755ed3102c981a3d3557867e3c040
http://hdl.handle.net/10447/64386
http://hdl.handle.net/10447/64386
Autor:
Marco Rosone, Camillo Airò Farulla
Publikováno v:
Unsaturated Soils: Research and Applications ISBN: 9783642311154
Microstructure characteristics of unsaturated compacted scaly clay are investigated by MIP tests on freeze dried samples and observation of SEM photomicrographs. Effects of scale microstructure and increasing compaction stresses, and microstructure c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8a24108fc7d88eac32f03fd9477b409
https://doi.org/10.1007/978-3-642-31116-1_16
https://doi.org/10.1007/978-3-642-31116-1_16
Publikováno v:
Springer Proceedings in Physics ISBN: 9783540698722
Scaly clays are stiff and highly fissured soils due to their complex geological history. Owing to these characteristics, they may be placed and compacted as excavated, to obtain a material with adequate engineering properties, suitable as core materi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::df2f7bdee989b2d37c2e902888661c5d
http://hdl.handle.net/10447/19940
http://hdl.handle.net/10447/19940