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RISMoisture Hysteretic Behavior of Fine-Grained Soils Stabilized with Lime and Class C Fly Ash
Publisher: American Society of Civil Engineers
Abstract: Seasonal conditions (e.g., rise in the water table, precipitation, freeze–thaw cycles, and wet–dry cycles) affect stabilized subgrade moisture conditions which, in turn, have a significant impact on in-service pavement ...
Engineering Properties and Moisture Susceptibility of Silty Clay Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust
Publisher: American Society of Civil Engineers
Abstract: A laboratory study was undertaken to evaluate the effectiveness of different percentages of hydrated lime, class C fly ash (CFA), and cement kiln dust (CKD) as soil stabilizers. Cylindrical specimens were compacted and ...
Finite-Element Modeling of Cementitiously Stabilized Beams Using a Smeared Fracture Approach
Publisher: American Society of Civil Engineers
Abstract: Cracking is considered a vital distress in a pavement structure. It generally initiates and propagates (bottom up and/or surface down) causing damage to the overall pavement structure. Most previous numerical modeling ...
Variation of Resilient Modulus, Strength, and Modulus of Elasticity of Stabilized Soils with Postcompaction Moisture Contents
Publisher: American Society of Civil Engineers
Abstract: This study evaluated the effect of postcompaction moisture variations on the resilient modulus (
Groundwater Flow in a Tidally Influenced Gravel Beach in Prince William Sound, Alaska
Publisher: American Society of Civil Engineers
Abstract: The hydraulics of a gravel beach on Eleanor Island in Prince William Sound (PWS), Alaska, was investigated by measurements of the water table and by numerical simulations using the software SUTRA. Sediment samples were ...