Titlebook: Landslides in Sensitive Clays; From Geosciences to Jean-Sébastien L‘Heureux,Ariane Locat,Jacques Loca Book 2014 Springer Science+Business

capillaries

Characterization of Post-failure Movements of Landslides in Soft Sensitive Clays properties of the soil materials at their original as well as disintegrated state. In light of the geotechnical characterization of 33 Norwegian landslides, this paper attempts to discuss some of the material properties which influence the extent of post-failure movements of landslides in terms of

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Controls on the Dimensions of Landslides in Sensitive Claysd surface and bedding planes, valley width and geometry, depth of failure, plus the presence and incision depth of bounding streams. Material controls include undrained and remoulded shear strength, sensitivity, stability number, remoulding index, rapidity, and the mobility of the depleted mass. Den

vasospasm

Prehistoric Sensitive Clay Landslides and Paleoseismicity in the Ottawa Valley, Canadahed radiocarbon ages. The chronological dataset includes 15 confined-valley landslides, 23 scarp-side landslides, and four special case features (one massive landslide, three disturbed terrain areas). The ages of the features range from ‘modern’ to 8,000 .C cal BP. Distinct clusters of 10 and 11 coi

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ureter

Mangle

The Use of Geophysics for Sensitive Clay Investigations efforts are being taken to map their occurrence and extent. Recently, considerable efforts by a number of researchers have been made to investigate areas of sensitive clay using a range of geophysical techniques. Although the majority of this work has focussed on measurements of electrical resistiv