Affiliation:
1. Dipartimento di Ingegneria Civile, Seconda Università degli Studi di Napoli Italy
Abstract
The behaviour of landslides in clay is essentially governed by a shear zone located at the base of the soil mass. While some data regarding the shear zones of slides are available, information is rather poor about the shear zones of mudslides. The paper reports some results of investigations on the shear zone located at the base of a mudslide, showing the strong hydraulic and mechanical anisotropy of the material.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference21 articles.
1. The influence of pore-water tension on the strength of clay
2. Comegna L. Consortium of Università di Roma La Sapienza, Università di Napoli Federico II and Seconda Università degli Studi di Napoli. Proprietà e comportamento delle colate in argilla. PhD thesis, 2005.
3. Fabric and hydraulic conductivity of sheared clays
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