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Article
A Bayesian bootstrap-Copula coupled method for slope reliability analysis considering bivariate distribution of shear strength parameters
Estimation of the uncertainties of geotechnical parameters is a fundamental task in slope reliability analysis, and it becomes more challenging when only limited data on geotechnical parameters are available. ...
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Article
Elastoplastic modeling cyclic behavior of natural soft clay with principal stress rotation under traffic loading
Subgrade soil subjected to traffic loading imposes significant cyclic principal stress rotation and thus yields complex cyclic behavior. Up to now, the complex cyclic behavior has been validated by experimenta...
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Article
Constitutive modeling of three-dimensional non-coaxial characteristics of clay
A simple critical state-based constitutive model is proposed to represent the non-coaxial plastic deformations of saturated clay subjected to monotonic shearing with fixed principal stress directions. While ex...