Effects of Slope Movements on Soil Structure and Hydrological Response

被引:0
|
作者
Luca Comegna
Luciano Picarelli
Gianfranco Urciuoli
机构
[1] Università degli Studi della Campania “Luigi Vanvitelli”,Department of Engineering
[2] Federation of International Geo-Engineering Societies (FedIGS),JTC1 “Natural Slopes and Landslides”
[3] Università degli Studi di Napoli “Federico II”,Department of Civil, Architectural and Environmental Engineering
关键词
Tectonized clay shales; Earthflow; Shear zone; Groundwater regime; Infiltration analysis;
D O I
暂无
中图分类号
学科分类号
摘要
Active slope movements can lead to continuous changes in soil macro-fabric, micro-structure and properties. In fact, depending on landslide mechanisms, the internal deformations which are induced by movement can deeply remould the mass, favouring formation of cracks and fissures; in addition, sliding leads to formation of an anisotropic shear zone just at the interface with the underlying stable formation. The result of movements and associated deformation phenomena is then a continuous change of soil properties thus of the hydrological and mechanical slope response. This is the focus of the paper, which discusses the key role of the shear zone on the groundwater regime, based on data collected during long-lasting investigations on some slow active earthflows in the Basento valley, Southern Italy. The results of simple calculations highlight some significant effects, which are generally neglected in conventional analyses of rainwater infiltration.
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页码:5633 / 5647
页数:14
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