Auteur Radoslaw L. Michalowski
Documents disponibles écrits par cet auteur (6)
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Srinivasa S. Nadukuru, Auteur ; Radoslaw L. Michalowski, Auteur |Traditional methods for calculations of active loads on retaining structures provide dependable forces, but these methods do not indicate reliably the location of the resultant load on the walls. The Coulomb method does not address the load dist[...]
Article : texte imprimé
Radoslaw L. Michalowski, Auteur |The influence of pore-water pressure and the pool water pressure on stability of submerged slopes was investigated using the kinematic approach of limit analysis. For soils with some cohesive component of strength, the critical pool level is sli[...]
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The traditional approach to stability analysis of granular slopes leads to the safety factor that is associated with a planar failure surface approaching the slope face, whether the slope is “dry” or submerged. However, for partially submerged s[...]
Article : texte imprimé
Radoslaw L. Michalowski, Auteur |The kinematic approach of limit analysis is explored in three-dimensional (3D) stability analysis of slopes. A formal derivation is first shown indicating that, in a general case, the approach yields an upper bound to the critical height of the [...]
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Radoslaw L. Michalowski, Auteur ; Tabetha Marte, Auteur |Design of slopes and analysis of existing slopes subjected to seismic shaking are carried out routinely using approximations of plane strain and substitution of a quasi-static load for the seismic excitation. A three-dimensional (3D) analysis of[...]
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Radoslaw L. Michalowski, Auteur ; Srinivasa S. Nadukuru, Auteur |Dynamically compacted sands often exhibit a drop in cone penetration resistance immediately after compaction, but a gradual increase in the resistance occurs in a matter of weeks and months. An explanation of the former is sought in analysis of [...]
