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Collapsible Soil Model for the Prediction of Mechanical Characteristics of Partially Saturated Collapsible Soils
Publisher: American Society of Civil Engineers
Abstract: Aeolian and kaolin deposits contribute greatly to infrastructural damage during the rainy seasons because of massive collapse settlements. The prediction of wetting-induced collapse potential and compressibility behavior ...
The Influence of Mechanical Granulation Process and Granular Bentonite Plasticity on Self-Sealing and Volume Change Behavior
Publisher: ASCE
Abstract: Geosynthetic clay liners (GCLs) are widely used as hydraulic barriers in landfills and mine tailings facilities due to their low hydraulic conductivity. The average grain size of the granular bentonites (GBs) used in GCLs ...
Effect of Unsaturated Soil Hydraulic Characteristics on Foundation Bearing Capacity in Mountainous Regions Using Slip-Line Theory
Publisher: American Society of Civil Engineers
Abstract: Infrastructure development in mountainous regions is vital due to rapid population growth and increased tourism. Most of these regions are vulnerable to landslides under rainfall events due to changes in the shear strength ...
Centrifuge Consolidation Analysis of Slurries and Tailings Using Finite-Element Modeling
Publisher: American Society of Civil Engineers
Abstract: The geotechnical centrifuge is an efficient alternative to the slurry consolidometer and settling columns for expedited testing of mine tailings and dredged clay slurries, while accurately reproducing the field stress ...
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