Titlebook: Sustainability Issues for the Deep Foundations; Proceedings of the 2 Hesham El-Naggar,Khalid Abdel-Rahman,Hany Shehata Conference proceedin

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The Proposed Use of Generalized Regression Neural Network to Predict the Entire Static Load Test,avy structures due to the high groundwater table and the weak soil/rock layers near the ground surface. To minimize the risk of failure, of these CFA piles, mandatory expensive field tests need to be performed and the most important one is the Static Pile Load Test (SPLT). To minimize the number of

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Influence of Cap Rigidity on the Performance of Piled-Cap Foundation,ormly the load to the piles, which is often used in choosing the thickness of the cap. In the literature, research in this field remained lagging behind due to the difficulties associated in modeling. This is due to the fact that the load sharing mechanism of piled-cap foundation is a complex soil-s

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