Abstract: In the present paper, the modulus of subgrade reaction or subgrade modulus for sand–clay layered soil (granular fill over clay) with or without geogrid reinforcement is determined under vertical loading by a series of ...

Abstract: In the present study, the bearing capacity of rectangular footings resting on multilayer geosynthetic-reinforced granular fill overlying soft soil is investigated. Five different sizes of model footings are chosen in such ...

Abstract: In the present paper, the interference effects on bearing capacity and settlement behavior of two closely spaced identical footings resting on the surface of granular fill (sand layer) of limited thickness underlain by ...