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Soil Arching in Dry Sand: Numerical Simulations Using Double-Slip Plasticity Gradient Model
Publisher: ASCE
Abstract: The arching phenomenon is intrinsic to granular materials and is a manifestation of the effects of their discrete microstructure. The fundamental mechanism of arching is the ability of discrete granular particles to transfer ...
Resilient Response and Permanent Strain of Subgrade Soil Stabilized with Byproduct Recycled Steel and Cementitious Materials
Publisher: ASCE
Abstract: Steel manufacturing factories usually dump byproduct recycled steel randomly in open areas, creating environmental hazards. Using such materials in highway construction could be a solution to the environmental hazards ...