Title of article :
Bulging as a pile imperfection
Author/Authors :
El Wakil, Amr Z. Alexandria University - Faculty of Engineering - Department of Structural Engineering, Egypt , Kassim, M. Alexandria University - Faculty of Engineering - Department of Structural Engineering, Egypt
From page :
387
To page :
391
Abstract :
Piled foundation is a method of overcoming difficulties of founding on soft soils to ensure structural safety by transferring structural load through weak soil to a stiff stratum. Due to piles importance, it is becoming necessary to avoid pile defects. These defects arouse from inadequate ground investigations, construction phases, pile loading test, and natural unforeseen geological causes. In this paper bulging is studied as a pile imperfection. The effects of bulging width, length, and shape on the pile ultimate load are investigated. Bulging may increase pile ultimate load though it is still considered as a pile defect. It was found that bulging can increase the ultimate pile load up to 200%.
Keywords :
Bulging , Shear resistance , End bearing embeddement length , Ultimate load
Journal title :
Alexandria Engineering Journal
Journal title :
Alexandria Engineering Journal
Record number :
2539865
Link To Document :
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