Titlebook: Landslides in Sensitive Clays; From Research to Imp Vikas Thakur,Jean-Sébastien L‘Heureux,Ariane Locat Book 2017 Springer International Pub

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CPTU Classification Diagrams for Identification of Sensitive Claysse clays. For the geotechnical engineer, the cone penetration test with pore pressure measurement (CPTU) is a powerful tool in this respect. With its combined measurement of tip resistance, pore pressure and sleeve friction, the CPTU holds a great potential for identification of quick and sensitive

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Geophysical and Geotechnical Characterization of a Sensitive Clay Deposit in Brownsburg, Quebecr Brownsburg, Quebec, Canada are presented herein. The main objective of this investigation was to assess the suitability of electrical resistivity measurements in marine clay deposits for mapping out areas prone to flowslides. In addition to a 1.6 km-long electrical resistivity tomography (ERT) car

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Viscometric Tests of Sensitive Clay from Byneset, Norway, and Fit to the Herschel–Bulkley Model. The salinity . and liquidity index .. are varied over a wide range. The Esp clay shows shear thinning flow behaviour, similar to Canadian sensitive clays. The Herschel–Bulkley (H-B) model allows a better fit to the measured flow curves than the Bingham model for the Norwegian as well as Canadian c