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Comparisons of the Resilient Moduli of Asphalt Mixes Containing Recycled Materials through Empirical and Experimental Methods
Publisher: ASCE
Abstract: The stiffness of asphalt mixes is a fundamental property that plays an important role in determining the performance of asphalt pavement under traffic loading. The resilient modulus (stiffness) of asphalt mixes can be ...
Analysis of Strip Footings on Fiber-Reinforced Slopes with the Aid of Particle Image Velocimetry
Publisher: American Society of Civil Engineers
Abstract: This paper provides results of a comprehensive investigation into the use of waste carpet fibers for reinforcement of clay soil slopes. The interaction between laboratory scale model slopes made of fiber-reinforced clay ...
Expansive and Compressibility Behavior of Lime Stabilized Fiber-Reinforced Marine Clay
Publisher: ASCE
Abstract: Expansive soils are liable to cause damages to engineering structures and subsequent yearly repairs worth billions of dollars worldwide. Given the extensive global occurrence of expansive soils, it is imperative to restrain ...
California Bearing Ratio of a Reactive Clay Treated with Nano-Additives and Cement
Publisher: ASCE
Abstract: Plastic clays in subgrade may cause major engineering defects such as excessive heave or settlement during the wet season that contribute to the formation of uneven geometry at the pavement surface. Soil stabilization is ...
Effects of Curing Method and Glass Transition Temperature on the Unconfined Compressive Strength of Acrylic Liquid Polymer–Stabilized Kaolinite
Publisher: ASCE
Abstract: Polymers have been widely known as nontraditional soil stabilizers capable of replacing common soil additives to reach superior soil stabilization outcomes. While numerous studies represent the efficiency of polymers as ...