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Probabilistic Characterization of Shear Strength Parameters Using Triaxial Test Data

1988
The Mohr-Coulomb model is used as the strength criterion in this study to model shear strength. Thus, the procedure is applicable only for the soils and rocks whose deterministic strength follows the Mohr-Coulmob criterion. Available methods to obtain point estimates for the strength parameters from triaxial test data are discussed.
openaire   +1 more source

48. Bushing friction in triaxial shear testing

Journal of Terramechanics, 1968
openaire   +1 more source

Shear stress pore pressure in triaxial testing

Journal of Terramechanics, 1966
openaire   +1 more source

Genetics, genomics, and cancer risk assessment

Ca-A Cancer Journal for Clinicians, 2011
Kenneth Offit
exaly  

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