Titlebook: Advances in Analysis and Design of Deep Foundations; Proceedings of the 1 Murad Abu-Farsakh,Khalid Alshibli,Anand Puppala Conference procee

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George C. Hsiao,Wolfgang L. Wendlandequivalent plastic strain zone is taken as failure standard, is used to analyze the stability coefficient of slope before and after reinforcement. From the results, it is shown that the safety coefficient increases from 1.3 to 1.75 as a result of the effect of steel pipe piles, which indicates that

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https://doi.org/10.1007/978-3-540-68545-6 Augered-Pressure-Grouted-Displacement (APGD) piles increasingly became the deep foundation of choice for heavily loaded structures in Downtown Orlando. The combination of favorable subsoil conditions, quick installation, superior skin friction, and minimal drilling spoil made APGD piles very attrac

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