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Probabilistic Characterization of Shear Strength Parameters Using Triaxial Test Data
1988The 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.
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Laboratory triaxial test behavior of xanthan gum biopolymer-treated sands
, 2019Sojeong Lee, J. Im, G. Cho, I. Chang
semanticscholar +1 more source
Rock Mechanics and Rock Engineering, 2016
Y. Togashi, M. Kikumoto, K. Tani
semanticscholar +1 more source
Y. Togashi, M. Kikumoto, K. Tani
semanticscholar +1 more source
48. Bushing friction in triaxial shear testing
Journal of Terramechanics, 1968openaire +1 more source
Shear stress pore pressure in triaxial testing
Journal of Terramechanics, 1966openaire +1 more source
Effect of tire crumb and cement addition on triaxial shear behavior of sandy soils
, 2015Z. Karabash, A. Çabalar
semanticscholar +1 more source
Genetics, genomics, and cancer risk assessment
Ca-A Cancer Journal for Clinicians, 2011Kenneth Offit
exaly

