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Grain-Scale Tensile and Shear Strengths of Glass Beads Cemented by MICP
Publisher: ASCE
Abstract: This study explores the mechanical behavior of glass bead pairs cemented by microbial induced calcite precipitation (MICP) when subjected to tensile or shear loading. The mineral precipitation habit and contact area are ...
Reductions in Hydraulic Conductivity of Sands Caused by Microbially Induced Calcium Carbonate Precipitation
Publisher: ASCE
Abstract: Microbially induced calcite precipitation (MICP) modifies soil behavior and properties through the precipitation of calcium carbonate (CaCO3) in the pore space. It has gained prominence as one strategy for biologically ...
Multimode Free-Vibration Decay Column: Small-Strain Stiffness and Attenuation
Publisher: American Society of Civil Engineers
Abstract: This study presents a simplified resonant column testing method to obtain small-strain dynamic properties of soils in both torsional and flexural vibrations. The method exploits free vibration decay responses of the system ...
Effect of Soft Viscoelastic Biopolymer on the Undrained Shear Behavior of Loose Sands
Publisher: ASCE
Abstract: Soft viscoelastic biological products such as biopolymers and biofilms have recently garnered significant interest as alternative biogrout materials for ground improvement because of their nontoxic and biodegradable ...
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