Abstract: The program of PLAXIS was adopted to analyze the slope stability. The ideal elastic-plastic model and the yield criterion of Mohr-Coulomb theory were simulated numerically for the realistic project. The drainage condition ...

Abstract: The buckling behavior of elastic space rods under torsional moment is studied theoretically. A consistent method is developed to identify the buckling torsional moment as well as to trace the postbuckling path. Since this ...

Abstract: The influence of airflow shear on the free surface deformation and the flow structure for large Prandtl number fluid (Pr = 111.67) has been analyzed numerically as the parallel airflow shear is induced into the surrounding ...

Abstract: Fissures inside expansive soils play a crucial role in triggering the failure of a slope. However, few methods have been developed to model such irregularly inclined fissures in slope stability analysis. This study will ...

Abstract: In the last few decades, artificial ground freezing (AGF) has been used as a temporary soil stabilization and waterproofing technique in geotechnical engineering, especially in tunneling construction. In construction, ...

Abstract: This paper presents joint probability modeling for debris flows’ maximum impact pressure and total sediment discharge through the use of the copula theory that has been proven useful to joint probability modeling. On the ...