Abstract: Piled raft foundations are subjected to simultaneous vertical and lateral loads in onshore, nearshore, and marine environment conditions. A limited understanding of the performance of piled rafts in these combined loading ...

Abstract: The present paper describes the failure of an under-reamed pile foundation supporting a transmission line tower. Assessment of in-service pile conditions, i.e., in-built length, depth of bulb, uniformity of cross-sectional ...

Abstract: Pile foundations transfer the structural loads from areas with low bearing capacity and stiffness to deeper soil or rocky strata possessing greater bearing capacity and stiffness. The end-fixity conditions, slenderness ...

Abstract: Soil nailing is a popular in situ reinforcement technique that is widely used to stabilize unstable slopes and vertical faces of excavations and tunnels. The pullout capacity of soil nails is a governing design parameter ...

Abstract: The type and size of the foundation play a significant role in the seismic response of the buildings. The present study investigates the influence of the length of pile foundation and aspect ratio of moment-resisting framed ...