Seyed Ali Ghaffari

[ 1 ] - Bearing Capacity of Triangular Shell Foundations Adjacent to the Reinforced Sandy Slopes

This paper investigates response of triangular shell strip footings situated on the sandy slope. A series of reduced-scale plate load tests were conducted to cover different parameters including three shell footing types with different apex angles in addition to a flat footing, four different distances for strip footings from the crest of the slope namely “edge distance” and reinforcement statu...