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Shear-Induced Instability of Sand Containing Fines: Using the Equivalent Intergranular Void Ratio as a State Variable
Publisher: ASCE
Abstract: In this work, the influence of different types of fine materials on the shear-induced instability of sand–fines mixtures was studied from various aspects. For this purpose, clean sand was mixed with three kinds of fines ...
Discrete Simulations of Laboratory Loading Conditions
Publisher: American Society of Civil Engineers
Abstract: It is well known that all three principal stresses play a role in the stress-strain-strength-volume response of solids and granular materials, yet conventional triaxial compression tests and direct shear tests are typically ...
Three-Dimensional Simulations of Plate Anchor Pullout in Granular Materials
Publisher: American Society of Civil Engineers
Abstract: Plate anchors are embedded into the ocean floor to provide holding capacity for offshore structures. Anchor holding capacity is a function of both the anchor and soil properties. Although plate anchors have been widely ...
Membrane Effects in Biaxial Compression Tests
Publisher: American Society of Civil Engineers
Abstract: The effects of the confining membrane in laboratory tests on soil specimens have been the subject of numerous experimental, analytical, and numerical studies over the past half-century. This technical note expands the ...
Investigation of Initial Static Shear Stress Effects on Liquefaction Resistance Using Discrete Element Method Simulations
Publisher: ASCE
Abstract: Prior laboratory and in situ investigations show that monotonic preshearing can have a significant effect on the cyclic response of granular materials. The underlying mechanics that are responsible for these changes in ...
Shear Strength Envelopes of Biocemented Sands with Varying Particle Size and Cementation Level
Publisher: ASCE
Abstract: Microbial-induced calcium carbonate precipitation (MICP) is a bio-mediated technique that may be used to improve the strength and stiffness of soils. Various parameters affect the behavior of MICP-cemented sand, and their ...
Effect of Particle Morphology on Strength of Glass Sands
Publisher: ASCE
Abstract: A series of drained triaxial tests were performed on sandy soils [crushed glass (CG) and glass bead (GB)] with different mean particle sizes in order to investigate the effect of both particle size and particle shape on ...
Swell Mitigation with Granulated Tire Rubber
Publisher: American Society of Civil Engineers
Abstract: Experiments were conducted to investigate the odometric swell behavior of expansive soil specimens mixed independently with two different granular additives: silica sand and granulated tire rubber (GTR). All specimens were ...
Visualization and Analysis of Microstructure in Three-Dimensional Discrete Numerical Models
Publisher: American Society of Civil Engineers
Abstract: A computer program has been developed to allow for the virtual slicing of irregularly spaced and irregularly shaped three-dimensional image data. The program was used to virtually slice three-dimensional particle assemblies ...
Geotechnical Properties and Performance of Large-Scale Coastal Dunes Reinforced by Biocementation under Hurricane Wave Conditions
Publisher: American Society of Civil Engineers
Abstract: In this study, the application of microbially induced carbonate precipitation for coastline protection was investigated. Untreated, moderately, and heavily cemented near-prototype dunes were fabricated in the largest wave ...
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