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In real field scenario, most of the rural unpaved roads rest on locally available deformable soil subgrade having generalized shear strength parameters. During the construction and vehicular loading stages, the weak subgrade undergoes deformation, thereby necessitating proper ground improvement to increase the strength of the deformable subgrade. T...
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Granular piles, either ordinary or encased with geosynthetic materials are being extensively used as one of the ground improvement techniques, depending on the strength of the adjoining soil. The optimum granular pile (GP) length is still a matter of research, even though the approach is widely established in the literature. In the present study, a...