Testing of Undrained Shear Strength in a Hollow Cylinder Apparatus

The paper presents the results of tests performed in a Torsional Shear Hollow Cylinder Apparatus on undisturbed cohesive soils. The tests were performed on lightly overconsolidated clay (Cl) and sandy silty clay (sasiCl). The main objective of the tests was to determine the undrained shear strength...

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Bibliographic Details
Main Authors: Wrzesiński Grzegorz, Lechowicz Zbigniew
Format: Article
Language:English
Published: Sciendo 2015-06-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.1515/sgem-2015-0023