User profiles for ANNA MARIA FERRERO
Anna Maria Ferrerouniversity of Turin Verified email at unito.it Cited by 2247 |
Advanced geostructural survey methods applied to rock mass characterization
The location and orientation of rock discontinuities, which are traditionally obtained from
geological surveys with obvious drawbacks (safety, rock face accessibility, etc.), may also be …
geological surveys with obvious drawbacks (safety, rock face accessibility, etc.), may also be …
The shear strength of reinforced rock joints
AM Ferrero - International journal of rock mechanics and mining …, 1995 - Elsevier
The evaluation of the shear strength of rock joints, reinforced by means of steel dowels, by
both experimental measurements and numerical modelling with the aim of determining a …
both experimental measurements and numerical modelling with the aim of determining a …
Experimental studies on the mechanical behaviour of two thermal cracked marbles
AM Ferrero, P Marini - 2001 - repository.geologyscience.ru
The speci®c aim of this paper is to ®nd an experimental methodology which could measure
crack density in rock and its inuence on the behaviour of the rock material. The results of …
crack density in rock and its inuence on the behaviour of the rock material. The results of …
Debris flow risk mitigation by the means of rigid and flexible barriers–experimental tests and impact analysis
L Canelli, AM Ferrero, M Migliazza… - Natural Hazards and …, 2012 - nhess.copernicus.org
The impact of a debris flow on a structure can have disastrous effects because of the
enormous destructive potential of this type of phenomenon. Although the introduction of risk …
enormous destructive potential of this type of phenomenon. Although the introduction of risk …
Comparison of limit-equilibrium, numerical and physical models of wall slope stability
LR Alejano, AM Ferrero, P Ramírez-Oyanguren… - International Journal of …, 2011 - Elsevier
We review commonly observed failure mechanisms associated with footwall slopes, and
examine the basic concepts underlying the limit equilibrium approach assessing footwall slope …
examine the basic concepts underlying the limit equilibrium approach assessing footwall slope …
Debris flow hazard mitigation: a simplified analytical model for the design of flexible barriers
A channelized debris flow is usually represented by a mixture of solid particles of various
sizes and water flowing along a laterally confined inclined channel-shaped region to an …
sizes and water flowing along a laterally confined inclined channel-shaped region to an …
Effects of thermal treatment on physical and mechanical properties of Valdieri Marble-NW Italy
The effect of high temperatures as a degrading factor of rock materials is investigated in this
study. Valdieri Marble samples, collected in a quarry in North-western Italian Alps, were …
study. Valdieri Marble samples, collected in a quarry in North-western Italian Alps, were …
Analysis of failures after negative second-look in patients with advanced ovarian cancer: an Italian multicenter study
…, A Fanucchi, N Palai, C Alessi, AM Ferrero… - Gynecologic …, 1998 - Elsevier
This multicenter retrospective study is based on 192 patients with advanced ovarian cancer
in pathological complete response at second-look surgery. Ninety-four (48.9%) patients …
in pathological complete response at second-look surgery. Ninety-four (48.9%) patients …
Experimental tests for the application of an analytical model for flexible debris flow barrier design
The design of flexible barriers against debris flows is a complex procedure because of the
large number of parameters involved. In order to face this difficult task, the Authors have …
large number of parameters involved. In order to face this difficult task, the Authors have …
Block toppling stability in the case of rock blocks with rounded edges
…, E Alonso, J González, L Beltramone, AM Ferrero - Engineering …, 2018 - Elsevier
A characteristic feature of spheroidal weathering is the rounding of rock block edges, which
affects the mechanical stability of slender rock blocks and, consequently, that of slopes prone …
affects the mechanical stability of slender rock blocks and, consequently, that of slopes prone …