Geologija / Geology
 ISSN 1392-110X ISSN 2029-056X (online) |
2008 m. Nr. Priedas Post-cyclic shear strength of Warsaw tills – a pilot study
Shear strength of the soil is one of the most important soil properties. The paper presents the result of a series of laboratory monotonic and cyclic triaxial tests carried out to study the effect of cyclic loading on the monotonic shear strength of till deposits. A dynamic triaxial testing system was used to investigate the undrained shear resistance of undisturbed soil samples taken from the Nowoursynowska testing field in Warsaw.
Keywords: till, cyclic loading, post-cyclic strength, dynamic triaxial testing system |
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