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Extensive laboratory model tests were conducted on a rectangular embedded foundation resting over homogeneous sand bed and subjected to an eccentric load to determine the ultimate bearing capacity. Tests were conducted for foundations with width-to-length ratios (B/L) of zero (strip case), 0.333, 0.5, and 1. The depth of embedment varies from 0 to 1B with an increment of 0.5B; where B is the width...
Laboratory model tests have been conducted on a strip foundation resting over multi-layered geogrid-reinforced dense and loose sand subjected to inclined load. In this study, two different approaches are proposed, namely, artificial neural network (ANN) and Adaptive Neuro Fuzzy Inference system (ANFIS) to determine the reduction factor for ultimate bearing capacity of shallow foundations on reinforced...
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