Abstract: An experimental investigation was conducted to evaluate the split tensile load-deformation strength and toughness properties of a granular soil chemically stabilized with cement and fly ash, and mechanically reinforced ...

Abstract: An experimental investigation was undertaken to evaluate the mechanical behavior of a soil–cement–fly ash composite, reinforced with recycled plastic strips (high-density polyethylene) that were obtained from postconsumer ...

Abstract: A laboratory investigation was conducted to evaluate the fatigue behavior of an alternative pavement foundation material containing cement stabilized reclaimed crushed aggregate. Class C fly ash, and waste-plastic strip ...

Abstract: An experimental investigation was undertaken to study the flexural fatigue behavior of a stabilized fiber-reinforced pavement base course material composed largely of recycled concrete aggregate with small amounts of ...

Abstract: Cementitious stabilization is a common method of ground improvement when weak foundation soils are encountered in practice, and marginal or nonstandard materials such as recycled aggregates are used in civil engineering ...

Abstract: Essential to the development of rate-type, elastoplastic constitutive models to describe the stress-strain behavior of any soil is knowledge concerning magnitude and direction of plastic strain upon application of an ...

Abstract: The ultimate bearing capacity of a shallow footing decreases when it is subjected to a moment in addition to a centric vertical load. A centric vertical load with a moment on a footing is equivalent to an eccentric load ...

Abstract: The use of supplementary cementitious materials as partial replacements of the cement in concrete will play a significant role with respect to the environmental control of greenhouse effects and global temperature reduction. ...