Stress Conditions in Triaxial Compression
- 1 December 1960
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Soil Mechanics and Foundations Division
- Vol. 86 (6) , 57-84
- https://doi.org/10.1061/jsfeaq.0000312
Abstract
Investigation of stresses and deformations occurring in test specimen, during triaxial compression test, used to determine shearing strength of soil; influence of end restraint on cylindrical test specimens exerted by stiff loading plates with any degree of roughness, is considered by introduction of simplified roughness function; numerical solutions for test specimen with length-diam ratio of 2.0 and for maximum roughness of plates.Keywords
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