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Shearing resistance of soils as rate process
Expression relating compressive resistance of soils to effective stresses, soil structure, rate of strain, temperature, and frictional and cohesive soil properties is derived by using rate process theory based on statistical mechanics concepts; expression reduces to form analogous to Coulomb equation, under conditions of constant structure, strain rate and temperature; number of interparticle contacts per unit area of soil cross section is demonstrated to be most important single factor influencing cohesion; cohesion is shown to be of importance only in clay soils.
Shearing resistance of soils as rate process
Expression relating compressive resistance of soils to effective stresses, soil structure, rate of strain, temperature, and frictional and cohesive soil properties is derived by using rate process theory based on statistical mechanics concepts; expression reduces to form analogous to Coulomb equation, under conditions of constant structure, strain rate and temperature; number of interparticle contacts per unit area of soil cross section is demonstrated to be most important single factor influencing cohesion; cohesion is shown to be of importance only in clay soils.
Shearing resistance of soils as rate process
ASCE -- Proc (J Soil Mechanics Foundations Div)
Mitchell, J.K. (author)
1964
33 pages
Article (Journal)
English
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