On the assumption that the internal friction coefficient is a random variable, a probabilistic approach is followed to explain the role of the intermediate principal stress on failure in cohesionless granular materials. A probabilistic failure criterion has been developed o the basis of Coulomb\u2019s assumption concerning the limiting state at any plane of potential sliding in conjunction with an extension of the weakest link concept. The corresponding conical surfaces of expected strengths in the principal stress space have the cross sections on the deviatoric planes and their shape has been found to depend on the statistical dispersion
The object of the research is the algorithm for determining the finding of the most probable, mean v...
The Paul-Mohr-Coulomb failure criterion includes the intermediate principal stress sigma(II) and fri...
AbstractThe analysis of slope stability or a slope is a complex problem that requires careful reflec...
The H. Matsuoka-T. Nakai failure criterion for a frictional material, and the Von Mises criterion fo...
Two new, efficient probabilistic methods are presented for evaluating the reliability of an elastic/...
Abstract Although Mohr-Coulomb failure criterion has limitations in that it is a linear criterion an...
Summarization: Herein, the construction of a three-parameter smooth hyperbolic failure criterion for...
A failure probability model is developed to describe the effect of the intermediate principal stress...
The object of the research is the construction of an algorithm that allows finding a number of stren...
Abstract The paper investigates the probability of failure of a cohesive slope using both simple and...
A theory is developed for the probability density functions of contact forces for cohesionless, fric...
Probabilistic rock slope stability analyses are essential to risk assessments, as risk is defined by...
This paper deals with probabilistic failure analysis of a fibre-reinforced plastic (FRP) sandwich pl...
Three probabilistic methods of different complexity for slope stability calculations are in this wor...
This paper addresses the issue of probabilistic and semi-probabilistic modelling of soil slopes. A s...
The object of the research is the algorithm for determining the finding of the most probable, mean v...
The Paul-Mohr-Coulomb failure criterion includes the intermediate principal stress sigma(II) and fri...
AbstractThe analysis of slope stability or a slope is a complex problem that requires careful reflec...
The H. Matsuoka-T. Nakai failure criterion for a frictional material, and the Von Mises criterion fo...
Two new, efficient probabilistic methods are presented for evaluating the reliability of an elastic/...
Abstract Although Mohr-Coulomb failure criterion has limitations in that it is a linear criterion an...
Summarization: Herein, the construction of a three-parameter smooth hyperbolic failure criterion for...
A failure probability model is developed to describe the effect of the intermediate principal stress...
The object of the research is the construction of an algorithm that allows finding a number of stren...
Abstract The paper investigates the probability of failure of a cohesive slope using both simple and...
A theory is developed for the probability density functions of contact forces for cohesionless, fric...
Probabilistic rock slope stability analyses are essential to risk assessments, as risk is defined by...
This paper deals with probabilistic failure analysis of a fibre-reinforced plastic (FRP) sandwich pl...
Three probabilistic methods of different complexity for slope stability calculations are in this wor...
This paper addresses the issue of probabilistic and semi-probabilistic modelling of soil slopes. A s...
The object of the research is the algorithm for determining the finding of the most probable, mean v...
The Paul-Mohr-Coulomb failure criterion includes the intermediate principal stress sigma(II) and fri...
AbstractThe analysis of slope stability or a slope is a complex problem that requires careful reflec...