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Load And Resistance Factor Design (Lrfd) Resistance Factors For Tip Grouted Drilled Shafts, Anhar Sarsour

USF Tampa Graduate Theses and Dissertations

Pressure grouting beneath the tip of drilled shafts, also known as postgrouting, has been used for more than fifty years throughout the world and has shown to be an effective means to enhance both the usable and ultimate end bearing resistance. In short, postgrouting is a form of compaction grouting beneath the shaft tip (performed after concrete has cured) that can improve the soil strength and increase the axial shaft stiffness. Until 2006, there was no published design methodology and hence the anticipated performance was speculated to be a function of injected grout volume, shaft uplift and/or the achieved grout …