Alessandra Nocilla
University of Brescia
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Publication
Featured researches published by Alessandra Nocilla.
Quarterly Journal of Engineering Geology and Hydrogeology | 2017
Gaetano Elia; Federica Cotecchia; Giuseppe Pedone; Jean Vaunat; P.J. Vardon; Carlos Pereira; Sarah M. Springman; Mohamed Rouainia; John Van Esch; Eugeniusz Koda; Josif Josifovski; Alessandra Nocilla; Amin Askarinejad; Ross Stirling; Peter Helm; Piernicola Lollino; Piotr Osiński
The behaviour of natural and artificial slopes is controlled by their thermo-hydro-mechanical conditions and by soil–vegetation–atmosphere interaction. Porewater pressure changes within a slope related to variable meteorological settings have been shown to be able to induce soil erosion, shrinkage–swelling and cracking, thus leading to an overall decrease of the available soil strength with depth and, ultimately, to a progressive slope collapse. In terms of numerical modelling, the stability analysis of partially saturated slopes is a complex problem and a wide range of approaches from simple limit equilibrium solutions to advanced numerical analyses have been proposed in the literature. The more advanced approaches, although more rigorous, require input data such as the soil water retention curve and the hydraulic conductivity function, which are difficult to obtain in some cases. The quantification of the effects of future climate scenarios represents an additional challenge in forecasting slope–atmosphere interaction processes. This paper presents a review of real and ideal case histories regarding the numerical analysis of natural and artificial slopes subjected to different types of climatic perturbations. The limits and benefits of the different numerical approaches adopted are discussed and some general modelling recommendations are addressed.
International Journal of Architectural Heritage | 2013
Laura Ercoli; Bartolomeo Megna; Alessandra Nocilla; Margherita Zimbardo
The weathering degree of the building materials and natural stones is generally quantified as the decrement of some mechanical features that can be measured experimentally by means of compressive tests or point load tests in the laboratory or Schmidt hammer tests carried out in situ. Such destructive or damaging tests are unacceptable in case of cultural heritage since even small amounts of damage must be avoided. This work shows a correlation between Schmidt hammer rebound values and the reflectivity that is detected by means of terrestrial scanner laser; therefore it allows assessing the weathering degree of buildings or stones in situ. The results demonstrate that such an investigation could be a significant alternative representing an innovative and non-destructive technique.
Geotechnique | 2006
Alessandra Nocilla; M. R. Coop; F. Colleselli
Geotechnique | 2014
E. Ponzoni; Alessandra Nocilla; M. R. Coop; F. Colleselli
Engineering Geology | 2015
Laura Ercoli; Margherita Zimbardo; Nicola Nocilla; Alessandra Nocilla; Elisa Ponzoni
Engineering Geology | 2014
Laura Ercoli; Margherita Zimbardo; Alessandra Nocilla
Procedia Engineering | 2016
Alessandra Nocilla; Giovanna Grossi; Elisa Ponzoni
RIVISTA ITALIANA DI GEOTECNICA | 2015
Davide Vitali; Margherita Zimbardo; Alessandra Nocilla; Laura Ercoli; Nicola Nocilla
TECNICAL REPORTS / UNIVERSITA DEGLI STUDI DI BRESCIA, DIPARTIMENTO DI INGEGNERIA CIVILE | 2005
Francesco Colleselli; Alessandra Nocilla
Archive | 2004
Francesco Colleselli; Alessandra Nocilla; Alex Sanzeni