In particular I studied the deep-seated gravitational deformation recognized on the western slope of the stream named Dora di Valgrisenche, upstream of Valgrisenche (Aosta), and its interaction with the Beauregard arcgravity dam. A complete understanding of these DSGSD phenomena and their interaction with the Beauregard dam implies a correct definition of the geological-structural model and a geotechnical characterization of the affected materials. In order to test the cataclastic materials which come from the shear zone of the studied phenomena, the Multidisciplinary High Quality Laboratory DIPLAB (DIsaster Planning LABoratory) of the Structural and Geotechnical Engineering Department of the Politecnico of Torino, in collaboration with G.D.S. Instrument Ltd., developed a new direct shear test apparatus (High Pressure Back Pressure Shear Apparatus - HPBPSA) which allows to control the value of the pore pressure in the sample, simulating the rise of the groundwater level. To reproduce the functioning of HPBPSA, a numerical model was built, in order to simulate a direct shear test carried out with the High Pressure Back Pressure Shear Apparatus on the shear zone material of the Beauregard DSGSD. The numerical model, which was built with FLAC 5.0 (finite difference analysis), works accepting some simplified assumptions with respect to the experimental reality.

La Deformazione Gravitativa Profonda (DGPV) di Beauregard: Modellazione Numerica di Prove di Taglio / T. Apuani, C. Camera. - In: RENDICONTI ONLINE DELLA SOCIETÀ GEOLOGICA ITALIANA. - ISSN 2035-8008. - 8:(2009), pp. 25-27. ((Intervento presentato al 3. convegno Riunione annuale del gruppo GIT Geology And Information Tecnology tenutosi a Offida (AP) nel 2008.

La Deformazione Gravitativa Profonda (DGPV) di Beauregard: Modellazione Numerica di Prove di Taglio

T. Apuani;C. Camera
2009

Abstract

In particular I studied the deep-seated gravitational deformation recognized on the western slope of the stream named Dora di Valgrisenche, upstream of Valgrisenche (Aosta), and its interaction with the Beauregard arcgravity dam. A complete understanding of these DSGSD phenomena and their interaction with the Beauregard dam implies a correct definition of the geological-structural model and a geotechnical characterization of the affected materials. In order to test the cataclastic materials which come from the shear zone of the studied phenomena, the Multidisciplinary High Quality Laboratory DIPLAB (DIsaster Planning LABoratory) of the Structural and Geotechnical Engineering Department of the Politecnico of Torino, in collaboration with G.D.S. Instrument Ltd., developed a new direct shear test apparatus (High Pressure Back Pressure Shear Apparatus - HPBPSA) which allows to control the value of the pore pressure in the sample, simulating the rise of the groundwater level. To reproduce the functioning of HPBPSA, a numerical model was built, in order to simulate a direct shear test carried out with the High Pressure Back Pressure Shear Apparatus on the shear zone material of the Beauregard DSGSD. The numerical model, which was built with FLAC 5.0 (finite difference analysis), works accepting some simplified assumptions with respect to the experimental reality.
No
Italian
Settore GEO/05 - Geologia Applicata
Articolo
Esperti anonimi
2009
8
25
27
3
Pubblicato
Periodico con rilevanza nazionale
Riunione annuale del gruppo GIT Geology And Information Tecnology
Offida (AP)
2008
3
Società Geologica Italiana
Convegno nazionale
info:eu-repo/semantics/article
La Deformazione Gravitativa Profonda (DGPV) di Beauregard: Modellazione Numerica di Prove di Taglio / T. Apuani, C. Camera. - In: RENDICONTI ONLINE DELLA SOCIETÀ GEOLOGICA ITALIANA. - ISSN 2035-8008. - 8:(2009), pp. 25-27. ((Intervento presentato al 3. convegno Riunione annuale del gruppo GIT Geology And Information Tecnology tenutosi a Offida (AP) nel 2008.
none
Prodotti della ricerca::01 - Articolo su periodico
2
262
Article (author)
no
T. Apuani, C. Camera
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2434/226806
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