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Addressing the Geotechnical Challenges Posed by Soft Clays
Publisher: American Society of Civil Engineers
Energy-Based Approach to Assess the Performance of a Granular Matrix Consisting of Recycled Rubber, Steel-Furnace Slag, and Coal Wash
Publisher: ASCE
Abstract: Ballasted track progressively deteriorates due to ballast degradation and track deformation under dynamic loading, and this process accelerates when train speeds increase and axle loads become heavier as the railways are ...
Analysis of Deformation and Degradation of Fouled Ballast: Experimental Testing and DEM Modeling
Publisher: ASCE
Abstract: The deformation and degradation of fouled ballast have been examined by large-scale triaxial tests and discrete element modeling (DEM) to understand how clay fouling changes the shear strength and micromechanical aspects ...
A Coupled CFD–DEM Approach to Examine the Hydraulic Critical State of Soil under Increasing Hydraulic Gradient
Publisher: ASCE
Abstract: Increasing hydraulic gradients and associated seepage in a soil foundation accompanied by a reduction in effective stress, degradation of soil stiffness, and diminished internal stability contribute to adverse conditions ...
Role of Rubber Crumbs on the Stress-Strain Response of a Coal Wash Matrix
Publisher: ASCE
Abstract: The recycling of waste materials (e.g., coal wash, steel slag, recycled rubber, and fly ash) is becoming increasingly popular in ground engineering projects. While the physical properties of these waste materials can ...
Internal Stability of Granular Filters under Static and Cyclic Loading
Publisher: American Society of Civil Engineers
Improved Performance of Ballasted Rail Track Using Geosynthetics and Rubber Shockmat
Publisher: American Society of Civil Engineers
Normal Deformation and Formation of Contacts in Rough Rock Fractures and Their Influence on Fluid Flow
Publisher: American Society of Civil Engineers
Vertical Drain Consolidation with Parabolic Distribution of Permeability in Smear Zone
Publisher: American Society of Civil Engineers
Abstract: A vertical drain radial consolidation equation based on a parabolic reduction in permeability toward the drain is presented. The proposed equation, based on Hansbo’s equal strain theory, is compared with settlement data ...