Modelling the rainfall-induced mobilization of a large slope movement in northern Calabria   总被引：2，自引：1，他引：1  

Giovanna Capparelli  Pasquale Iaquinta  Giulio G. R. Iovine  Oreste G. Terranova  Pasquale Versace 《Natural Hazards》2012,61(1):247-256

Two recent phases of mobilization of a large, rainfall-induced debris slide are analysed in terms of relationships between rains and phases of displacement. The first activation at San Rocco (San Benedetto Ullano, Calabria) occurred on 28 January 2009, after extraordinary rains had stricken the region for a couple of months. Detailed geomorphologic field surveys, combined with measurements of superficial displacements at datum points, were performed to properly recognize the evolution of the phenomenon. In addition, a real-time control system of rains and superficial displacements measured at extensometers was implemented, to better analyse the evolution of the phenomenon. In early May 2009, the activity reduced to very slow displacements, persisting in the same condition for the following 8 months. On 1 February 2010, premonitory signs of a new phase of activation were noticed, again following 2 months of extraordinary rainfalls. After few days of further precipitations, the middle sector of the landslide activated since 11 February, disrupting the road network and threatening the major lifelines and some buildings. A hydrological analysis aimed at simulating the dates of activation and the main phases of acceleration of the phenomenon was carried out, by calibrating the empirical model FLaIR against the daily rainfalls and the history of known phases of mobilization since 1970. Calibration allowed to successfully simulate both the cited phases of activity of the San Rocco landslide, by predicting the beginning of the movements as well as the following paroxysmal stages, as testified by the measurements at datum points and extensometers. The set of parameters obtained through calibration reflects the influence of both prolonged antecedent rains, and of high-intensity rainfalls of shorter duration, which slightly preceded the major displacements. Once calibrated the model, a suitable threshold could be defined, by analysing the trend of the mobility function against the history of activations of the considered slope movement, and by excluding false alarms. Accordingly, a reliable tool for predicting the phases of activity of a large slope movement could therefore be obtained.  相似文献   

Experimental analysis of different software packages for orientation and digital surface modelling from UAV images   总被引：1，自引：0，他引：1  

Giovanna Sona  Livio Pinto  Diana Pagliari  Daniele Passoni  Rossana Gini 《Earth Science Informatics》2014,7(2):97-107

The use of UAVs finds application in a variety of fields, among which are the small scale surveys for environmental protection application. In this frame some experimental tests were carried out at Politecnico di Milano to assess metric accuracies of images acquired by UAVs and derived photogrammetric products. A block of 5 strips and 49 photos was taken by fixed wing system SenseFly, carrying a camera Canon Ixus 220HS on a rural area included in an Italian Park. Images are processed through bundle adjustment, automatic DEM extraction and orthoimages production steps with several software packages, with the aim to evaluate their characteristics, capabilities and weaknesses. The software packages tested were Erdas-LPS, EyeDEA (University of Parma), Agisoft Photoscan, Pix4UAV, PhotoModeler Scanner. For the georeferencing of the block 16 pre-signalized ground control points were surveyed in the area through GPS (NRTK survey). Comparison of results is given in terms of differences among orientation parameters and their accuracies. Moreover, comparisons among different digital surface models are evaluated. Furthermore, exterior orientation parameters, image points and ground points coordinates, obtained by the various software packages, were used as initial values in a comparative adjustment made by scientific in-house software. Paper confirms that computer vision software are faster in computation and, even if their main goal is not to pursue high accuracy in points coordinates determination, they seems to produce results comparable to those obtainable with standard photogrammetric approach. Agisoft Photoscan seems in this case to yield the best results in terms of quality of photogrammetric products.  相似文献   

The phase 0/A study of the ESA M3 mission candidate EChO     

Ludovic Puig  Kate Isaak  Martin Linder  Isabel Escudero  Pierre-Elie Crouzet  Roger Walker  Matthias Ehle  Jutta Hübner  Rainer Timm  Bram de Vogeleer  Pierre Drossart  Paul Hartogh  Christophe Lovis  Giusi Micela  Marc Ollivier  Ignasi Ribas  Ignas Snellen  Bruce Swinyard  Giovanna Tinetti  Paul Eccleston 《Experimental Astronomy》2015,40(2-3):393-425

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Natural frequency and damping ratio of a vertically vibrated surface foundation     

Jaehun Ahn  Giovanna Biscontin  Jose M. Roësset 《Soil Dynamics and Earthquake Engineering》2011

It is possible and common to obtain equivalent natural frequency and damping for a soil-foundation system from results of experimental or numerical analysis assuming the system has a single degree of freedom. Three approaches to extract natural frequency and damping were applied to the vertically vibrated soil-foundation system. The sensitivity of the computed natural frequency and damping to the soil properties was evaluated through parametric studies. About 10–20% of discrepancy in values of natural frequency was observed due to different approaches. The results help to assess the reliability of equivalent soil properties determined from the reported natural frequency of the system. Finally the results obtained using theoretical predictions with linear soil properties measured in situ were compared to those calculated from experimental data. The prediction and experimental results showed good agreements if the embedment of the foundation is neglected with stepped sine test but considered with impulse test.  相似文献   

The height datum problem and the role of satellite gravity models   总被引：1，自引：0，他引：1  

Andrea Gatti  Mirko Reguzzoni  Giovanna Venuti 《Journal of Geodesy》2013,87(1):15-22

Regional height systems do not refer to a common equipotential surface, such as the geoid. They are usually referred to the mean sea level at a reference tide gauge. As mean sea level varies (by ±1 to 2 m) from place to place and from continent to continent each tide gauge has an unknown bias with respect to a common reference surface, whose determination is what the height datum problem is concerned with. This paper deals with this problem, in connection to the availability of satellite gravity missions data. Since biased heights enter into the computation of terrestrial gravity anomalies, which in turn are used for geoid determination, the biases enter as secondary or indirect effect also in such a geoid model. In contrast to terrestrial gravity anomalies, gravity and geoid models derived from satellite gravity missions, and in particular GRACE and GOCE, do not suffer from those inconsistencies. Those models can be regarded as unbiased. After a review of the mathematical formulation of the problem, the paper examines two alternative approaches to its solution. The first one compares the gravity potential coefficients in the range of degrees from 100 to 200 of an unbiased gravity field from GOCE with those of the combined model EGM2008, that in this range is affected by the height biases. This first proposal yields a solution too inaccurate to be useful. The second approach compares height anomalies derived from GNSS ellipsoidal heights and biased normal heights, with anomalies derived from an anomalous potential which combines a satellite-only model up to degree 200 and a high-resolution global model above 200. The point is to show that in this last combination the indirect effects of the height biases are negligible. To this aim, an error budget analysis is performed. The biases of the high frequency part are proved to be irrelevant, so that an accuracy of 5 cm per individual GNSS station is found. This seems to be a promising practical method to solve the problem.  相似文献   

Quantifying the impacts of climate change on water resources in northern Tuscany,Italy, using high‐resolution regional projections     

Marco D'Oria  Massimo Ferraresi  Maria Giovanna Tanda 《水文研究》2019,33(6):978-993

This paper investigates the potential impacts of climate change on water resources in northern Tuscany, Italy. A continuous hydrological model for each of the seven river basins within the study area was calibrated using historical data. The models were then driven by downscaled and bias‐corrected climate projections of an ensemble of 13 regional climate models (RCMs), under two different scenarios of representative concentration pathway (RCP4.5 and RCP8.5). The impacts were examined at medium term (2031–2040) and long term (2051–2060) in comparison with a reference period (2003–2012); the changes in rainfall, streamflow, and groundwater recharge were investigated. A high degree of uncertainty characterized the results with a significant intermodel variability, the period being equal. For the sake of brevity, only the results for the Serchio River basin were presented in detail. According to the RCM ensemble mean and the RCP4.5, a moderate decrease in rainfall, with reference to 2003–2012, is expected at medium term (?0.6%) and long term (?2.8%). Due to the warming of the study area, the reduction in the streamflow volume is two times the precipitation decrease (?1.1% and ?6.8% at medium and long term, respectively). The groundwater recharge is mainly affected by the changes in climate with expected percolation volume variations of ?3.3% at 2031–2040 and ?8.1% at 2051–2060. The impacts on the Serchio River basin water resources are less significant under the RCP8.5 scenario. The presence of artificial structures, such as dam‐reservoir systems, can contribute to mitigate the effects of climate change on water resources through the implementation of appropriate regulation strategies.  相似文献   

Effect of combined translation and torsion on undrained uplift capacity of plate anchors: Plastic limit analysis (PLA) solution          下载免费PDF全文

Hamid Reza Nouri  Giovanna Biscontin  Charles P. Aubeny 《国际地质力学数值与分析法杂志》2018,42(14):1567-1591

Uplift capacity of plate anchors has been the focus of numerous studies, because anchor plates are designed for pull‐out in normal operating conditions. However, the response of plate anchors under 6‐degrees‐of‐freedom loading caused during extreme loading conditions is poorly understood. The purpose of this study is to propose a simple yet sufficiently accurate analytical solution to investigate the behavior of plate anchor under combined in‐plane translation and torsion and to evaluate its effect on the plate uplift bearing capacity. To this end, a modified plastic limit analysis (PLA) approach is introduced and compared with limit equilibrium and simplified upper bound baseline solutions. The proposed method is verified with 3‐dimensional finite element. The variables considered in this study include plate aspect ratio, plate thickness, as well as load direction and eccentricity. Results of analytical solutions indicate the insensitivity of the “shape” of the shear‐torsion yield envelope to plate thickness. This finding facilitates the use of simplified yet reasonable yield envelope for infinitely thin plate obtained from simplified PLA approach for other plate thicknesses. The “size” of the failure envelope (controlled by pure torsional and translational capacity) could be predicted fairly accurately by PLA and limit equilibrium methods. Combination of these analytical methods offers a simple yet reasonably accurate solution to describe shear‐torsion response of anchor plate. The obtained shear‐torsion yield envelope is then fitted in the generalized 6‐degrees‐of‐freedom yield surface which describes the reducing effect of moment, torsion, and planar forces on the uplift capacity of plate.  相似文献   

Strong-motion observations from the OGS temporary seismic network during the 2012 Emilia sequence in northern Italy     

Carla Barnaba  Giovanna Laurenzano  Luca Moratto  Monica Sugan  Alessandro Vuan  Enrico Priolo  Marco Romanelli  Paolo Di Bartolomeo 《Bulletin of Earthquake Engineering》2014,12(5):2165-2178

Strong-motion data consisting of peak ground acceleration and velocity and 5 % damped response spectra are presented for 46 earthquakes of the Emilia seismic sequence which occurred in the Po Plain (northern Italy) in 2012. The data were recorded by the OGS temporary network installed close to the town of Ferrara following the main shock of May 20, 2012. Ground-motion peak parameters and spectral responses are compared with the ground-motion prediction equation (GMPE) of Bindi et al. (Bull Earthq Eng 9:1899–1920, 2011) for soft soils and reverse faults. Peak ground accelerations are in general in good agreement with those predicted by GMPE, while predicted peak ground velocities underestimate the observed data, especially for stronger events at more distant stations. The response spectra follow the trend in peak ground velocities, with observed values higher than predicted values at longer periods. This behavior has been interpreted as a site effect due to the deep soft alluvial cover of the Po Plain, which promotes ground motion characterized by a large low-frequency spectral content that is not yet well modeled by the Italian GMPE. A peculiar behavior was shown by the event occurring on June 6, 04:08:33 UTC, \(\hbox {M}=4.5\) , located at the eastern edge of the Po Plain, which produced peak ground accelerations exceeding three times the values estimated by attenuation laws. Such a great discrepancy could be related to post-critically reflected S-waves and multiples from the Moho (SmSM).  相似文献   

L'organisation capitaliste du territoire et le problème du logement en Italie     

Giuseppe Dematteis  Giovanna Di Meglio  Gino Lusso  Anna Segre  Augusto Buscaglia 《Geoforum》1977,8(2):89-98

The capitalistic organization of territory and the housing problem in Italy.This paper provides the first results of a research programme regarding the selective and spatially differentiated use of the Italian territory by private capital in the housing sector.According to the 1971 census, in Italy there were 63,8 million rooms for 53,2 million inhabitants. As regards the 1951 census the increase of rooms has been of 26,5 million, i.e. of 70.9%, as against an increase of 15,6% of the population. In this period the investment in dwelling-houses has represented about 30% of total fixed investments which is more than in the other E.E.C. countries.The Italian building stock (with a medium average of 1.2 rooms per inhabitant), is theoretically sufficient to satisfy the population needs. This ratio, however, drops to 1.06 if we exclude the 7.6 million rooms in non-inhabited houses (“holiday houses”, new unsold houses, abandoned homes because of emigration or because of their poor conditions).Moreover, more than one third of the Italian population lives in overcrowded conditions (less than one room per person) and poor standard houses are 40% of the total.This is not only due to the fact that public investments in the housing sector have been insignificant (6% in the last ten years), or to the unequal social distribution of revenue, but also, moreover, to the speculative character of the building activity.The economic analysis shows that between 1951 and 1971, in the expansive stages of housing production, net incomes of the building and land sector have increased more rapidly than the total earned incomes and that they have been higher than the amount of investments in the sector. So, building and land estate rent have been among the main components of the Italian capitalistic accumulation through the exporpriation of a prominent share of wages. At the same time, the ever increasing growth in housing prices both for sale and for rent has forbidden the fulfilment of the needs of the lower classes, extending in an abnormal way the production of luxury and “holiday houses” to satisfy the requirements of the higher classes. This is the cause of the above mentioned contradiction between the amount of the unused or subused building stock and the existence of a large number of sub-standard and/or overcrowded houses.This mechanism of accumulation-expropriation worked because of a specific spatial structure. Its main character consists in a strong geographical concentration of the basic activities and of the population. 53.3% of 1960–1971 housing production has concentrated in 4.7% of the Italian communes with more than 20,000 inhabitants.The analysis carried out on a stratified sample including 1,524 communes allowed us to reach the following results: 1. We find situations of greater unsatisfaction of the needs in the largest industrial metropolitan north-western areas and in the underdeveloped southern communes with strong emigrations. 2. We have had the highest offer for houses, as regards the needs, in the communes with less than 5,000 inhabitants, in the communes with less than 250,000 inhabitants, with prevalently tertiary functions, and in the districts where development is more equilibrated, from a territorial point of view (i.e.: north-eastern Italy). 3. The mechanism of accumulation-expropriation worked mainly in the industrial areas and it grows at the ever increasing growth of agglomerations and urban overcrowding, determined by strong migratory flows. 4. Building activity of tertiary communes has been led, mainly, by the higher-class expansion of consumptions. 5. The same kind of demand has given rise to the strong increase of “holiday houses” which interests large periurban, coastal and Alpine areas. 6. The housing sector becomes in this way a component of territorial disequilibriums, caused by the industrial and tertiary polarization and it is inclined to enlarge them by the artful increase of urban rent. 7. This use of territory has the aim to encourage incomes removal among different social classes and to contribute in this way, to the process of capitalistic accumulation. But, by doing this, it causes a kind of growth, in the housing sector, which is unable to satisfy lower-class needs for houses. 8. The attainment of this last purpose would, therefore, mean an efficient regional planning and the elimination of urban rent, conditions which are in opposition to the maintenance of the present economic and social structure of the Italian economy, of which speculative building and rent sectors are, nowadays, essential components.  相似文献   

Seismic response of multi‐span simply supported bridges to a spatially varying earthquake ground motion     

Giovanna Zanardo  Hong Hao  Claudio Modena 《地震工程与结构动力学》2002,31(6):1325-1345

This paper carries out a parametrical study of the pounding phenomenon associated with the seismic response of multi‐span simply supported bridges with base isolation devices. In particular, the analyses focus on the causal relationship between pounding and the properties of a spatially varying earthquake ground motion. In order to include the effect of the torsional component of pounding forces on the seismic response of the whole structure, a three‐dimensional (3D) finite element model has been defined and 3D non‐linear time‐history analyses have been performed. A parametrical study on the size of the gaps between adjacent bridge decks has highlighted that the pounding effects are amplified when the spatially varying ground motion time histories at each support are considered. Because of a spatially varying input, the pounding forces can assume values 3–4 times larger than those derived by a conventional seismic analysis with uniform input or with spatial input but considering ground motion wave passage effect only. The numerical results show that in order to achieve an acceptably safe structural performance during seismic events, a correct design of the isolation devices should take into account the relative displacements calculated by means of a non‐linear time‐history analysis with multi‐support excitation. Copyright © 2002 John Wiley & Sons, Ltd.  相似文献