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

pantomime

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Arctic

Addictive

CPTU Classification Diagrams for Identification of Sensitive Clays it is found that existing diagrams to a large extent fail to identify sensitive and quick clays. Based on a database of 10 Norwegian sites a new set of classification diagrams are presented with focus on identifying quick and sensitive clays. The diagrams are based on a pore pressure ratio where th

Malaise

Relationships Between Shear Wave Velocity and Geotechnical Parameters for Norwegian and Swedish Sensn soils for Swedish clays and the results of this work show that locally derived correlations are needed. This work also shows that it is not possible to predict whether a clay is quick or not from V. measurements alone.

invulnerable

DIKE

Problems Related to Field Vane Testing in Soft Soil Conditions and Improved Reliability of Measuremeay, the effect of rod friction is minimized and the measured stress-rotation behavior is less biased. In this study, issues related to practical applications, testing devices and interpretation methods are discussed. Then, a critical comparison between test results in soft clays from both the tradit

勉励

In-Situ

Vibratory Roller Influence Zone Near Slopes with Vibration Susceptible Soilsep influence zone outside of which the soil strength is not reduced. A tentative vibration limit is set to 10 mm/s near slopes with vibration susceptible materials. We also provide some recommendations on how to account for vibratory compaction in slope stability analysis.

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