Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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.
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.
Stress conditions in triaxial compression
ASCE -- Proc (J Soil Mechanics Foundations Div)
Balla, A. (Autor:in)
1960
28 pages
Aufsatz (Zeitschrift)
Englisch
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