A Case-Study of Sustainable Countermeasures against Shallow Landslides in Central Italy

被引:6
|
作者
Salciarini, Diana [1 ]
Volpe, Evelina [2 ]
Di Pietro, Ludovica [1 ]
Cattoni, Elisabetta [3 ]
机构
[1] Univ Perugia, Dipartimento Ingn Civile & Ambientale, I-06125 Perugia, Italy
[2] Natl Res Council Italy, Res Inst Geohydrol Protect, I-06128 Perugia, Italy
[3] eCampus Univ, Dept Civil & Environm Engn, Via Isimbardi 10 Novedrate CO, I-22060 Novedrate, Italy
关键词
naturalistic engineering; slope stability; probabilistic analyses; MODELS;
D O I
10.3390/geosciences10040130
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
y Traditional technical solutions for slope stabilization are generally costly and very impacting on the natural environment and landscape. A possible alternative for improving slope stability is based on the use of naturalistic engineering techniques, characterized by a low impact on the natural environment and being able to preserve the landscape identity and peculiarities. In this work, we present an application of such techniques for slope stabilization along a greenway located in central Italy, characterized by an extraordinary natural environment. First, 22 potentially unstable slopes have been identified and examined; then, among these, two standard type slopes have been selected. For both of them, an appropriate naturalistic engineering work has been proposed and stability analyses have been carried out. These have been performed by considering different piezometric conditions and using two different approaches: (a) a classical deterministic approach, which adopts deterministic values for the mechanical properties of the soils neglecting any uncertainty, and (b) a probabilistic approach that takes into account a statistical variability of the soil property values by means of their probability density functions (PDFs). The geometry of each slope derives from a digital model of the soil with 1 meter resolution, obtained through Light Detection and Ranging (LiDAR) survey provided by the Italian Ministry of the Environment. The soil mechanical characteristics and their PDFs are derived from the geotechnical soil property database of the Perugia Province. Results show an increase in slope stability produced by the adopted countermeasures measured in terms of Factor of Safety (Fs), Probability of Failure (PoF) and efficiency.
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页数:16
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