Abstract: The present work evaluates and compares the performance of clay soil stabilized with red mud, bioenzyme, and red mud–bioenzyme as a subgrade material in pavement construction. Finite-element simulations have been performed ...

Abstract: In the present study, cyclic behavior and liquefaction potential of pond ashes collected from Talcher, Panki, and Panipat ash embankments located in seismic zone III and IV have been studied. Cyclic triaxial tests were ...

Abstract: In this study, the free and forced vibration analyses of tapered piles subjected to axial harmonic loads were carried out. The first part of the paper presents the free vibration analysis of the tapered piles using an ...

Abstract: This paper presents the stabilization of expansive soil (C) with steel slag (SS), rice husk ash (RHA), and quick lime (L). The geotechnical properties, shearing strength characteristics, and dynamic properties of stabilized ...

Abstract: Experimental investigations on model pile groups of configuration 1 × 1, 2 × 1, 3 × 1, 2 × 2, and 3 × 2 for embedment length-to-diameter ratios

Abstract: This paper presents the stabilization of expansive soil (C) with steel slag (SS), rice husk ash (RHA), and quick lime (L). The geotechnical properties, shearing strength characteristics, and dynamic properties of stabilized ...

Abstract: Field load tests are carried out on a single pile and piled-raft foundation (PRF) consisting of a 2 × 2 pile group with consideration of the time effect. The piles along with the raft in the PRF have been instrumented with ...

Abstract: Coral sand exhibits distinct characteristics that set it apart from hard-grained siliceous sand, posing unique challenges for the design and construction of offshore foundations. One notable aspect of coral sand is particle ...