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Postcyclic Reconsolidation Strains in Low-Plastic Fraser River Silt due to Dissipation of Excess Pore-Water Pressures
Publisher: American Society of Civil Engineers
Abstract: The postcyclic reconsolidation response of low-plastic Fraser River silt was examined using laboratory direct simple shear testing. Specimens of undisturbed and reconstituted natural low-plastic Fraser River silt and ...
Is P-Wave Velocity an Indicator of Saturation in Sand with Viscous Pore Fluid?
Publisher: American Society of Civil Engineers
Abstract: It is commonly assumed that within inundated sand the Skempton
Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics
Publisher: American Society of Civil Engineers
Abstract: This study presents the results of interface torsional ring shear tests conducted at intermediate normal stress levels that are usually prevalent at soil–pipeline interfaces under near-shore conditions. Four normally ...
Muskeg Soil Stabilization Using the Microbially Induced Calcite Precipitation Technique by the Urease Active Bioslurry Approach
Publisher: ASCE
Abstract: Muskeg soil is widespread in Canada. It covers around 15% of the Canadian landscape. Its problematic nature is attributed to its high compressibility and low shear strength when subjected to loads because of its high initial ...
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