This research investigates the influence of pile spacing on dynamic behavior groups by performing a series specifically designed centrifuge experiments foundations embedded in two-layered soil profile. A single and two 3×1 row with different were used as model foundations, models consisted soft clay underlain dense sand. The earthquake frequency soils is discussed using data 1D site response an...

The soil sorptivity, S, and saturated hydraulic conductivity, Ks, can be estimated from the inverse analysis of a cumulative infiltration curve using quasi-exact implicit (QEI) formulation or its corresponding 4-Terms (4T) approximation. Although these models consider as homogeneous media, there is no information about how heterogeneous profiles affect inferred properties. This work analyzes in...

This research provides an insight into the previously unexplored aspects of kinematic pile bending, especially for large-intensity earthquakes where soil behaviour is highly non-linear. In this study, a series dynamic centrifuge experiments was conducted on foundations embedded in two-layered profile to investigate effects during model earthquakes. A single and closely spaced 3 × 1 row group we...

Abstract Until recently, the behavior of connected piled raft foundation was not fully understood in seismically active region due to complex dynamic soil–pile–foundation structure interaction. This concern arises when soil deposit-supported foundations are stratified or heterogynous and subjected high ground motion intensity. In current study, a series numerical analyses using ABAQUS software ...