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Searched for: Audience is University Postgrad
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This document outlines the capabilities of the finite element method in the analysis of slope stability problems. A description of the constitutive laws of material behavior such as the Mohr-Coulomb failure criterion,...
Coulomb’s Essay on limiting statics stated that newly remoulded soil has no cohesion. Critical state soil mechanics agrees with this principle, here called Coulomb’s law. The Mohr-Coulomb equation wrongly interpreted s...
A mesh based partition of unity method, known as the manifold method, is used in simulating the evolution of a slope failure. The problem configuration consists of a simple slope that has pre-existing tensile cracks...
A paper presenting a modeling of the in-situ stress state associated with the severe hole enlargement of a wellbore and the geomechanical information needed to ensure wellbore stability. Geomechanical information is...
This report includes a summary of progress made on lab measurements of elastic wave velocities and electrical properties in sand-clay mixtures, creation of a database containing elastic velocity data for unconsolidated...
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