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Discussion of “Addressing Sulfate-Induced Heave in Lime Treated Soils” by Dallas N. Little, Syam Nair, and Bruce Herbert
Publisher: American Society of Civil Engineers
Influence of Cyclic Stress Pulse Shapes on Filtration Behavior of Railway Subballast
Publisher: American Society of Civil Engineers
Abstract: Filtration behavior of subballast materials subjected to different cyclic stress pulse shapes at frequencies of 5 Hz and 10 Hz was investigated in the laboratory. Clayey silt was used as a base soil while graded crushed ...
Theoretical p-y Curves for Laterally Loaded Single Piles in Undrained Clay Using Bezier Curves
Publisher: American Society of Civil Engineers
Abstract: An alternative method was introduced for predicting the nonlinear
Cyclic Filtration Apparatus for Testing Subballast under Rail Track
Publisher: American Society of Civil Engineers
Abstract: An apparatus capable of testing subballast-subgrade filtration behavior under cyclic loading is presented. The apparatus can be used to accurately monitor the pressure fluctuations, permeability of the filtration system, ...
Improvement of Problematic Soils by Lime Slurry Pressure Injection: Case Study
Publisher: American Society of Civil Engineers
Abstract: Lime slurry pressure injection (LSPI) is a stabilization operation used in problematic soils by transportation industries with the aim of improving the geotechnical properties and bringing excessive maintenance costs to ...
Time-Dependent Strength and Mineralogy of Lime-GGBS Treated Naturally Occurring Acid Sulfate Soils
Publisher: American Society of Civil Engineers
DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials
Publisher: American Society of Civil Engineers
Abstract: The load-carrying capacity of rock-socketed piles depends on the shaft resistance at the pile-rock interface which is governed by the interactions between the pile, rock, and soft interface materials (smear or infill). ...
Biochar Sequestration in Lime-Slag Treated Synthetic Soils: A Green Approach to Ground Improvement
Publisher: American Society of Civil Engineers
Abstract: Unconfined compressive strength (UCS) of synthetic biochar mixed clays (BMC) treated with lime-GGBS has been investigated. Biochar utilized in this study was produced from the slow pyrolysis of green waste residue. Treated ...