A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Modeling of Laterally Loaded ACIP Piles in Overconsolidated Clay
Cyclic lateral loading tests were performed for the Texas Department of Transportation on a series of augered, cast-in-place (ACIP) piles in overconsolidated clay at the National Geotechnical Experimentation Site — University of Houston. Pile diameters and penetrations were varied. A p-y model, modified from the Welch-Reese model developed in similar soils for drilled shafts, was found to give excellent predictions of pile performance, and a simplified hand solution that does not require the use of a computer was provided predictions of behavior up to the load that produced tensile cracking in the test piles.
Modeling of Laterally Loaded ACIP Piles in Overconsolidated Clay
Cyclic lateral loading tests were performed for the Texas Department of Transportation on a series of augered, cast-in-place (ACIP) piles in overconsolidated clay at the National Geotechnical Experimentation Site — University of Houston. Pile diameters and penetrations were varied. A p-y model, modified from the Welch-Reese model developed in similar soils for drilled shafts, was found to give excellent predictions of pile performance, and a simplified hand solution that does not require the use of a computer was provided predictions of behavior up to the load that produced tensile cracking in the test piles.
Modeling of Laterally Loaded ACIP Piles in Overconsolidated Clay
O'Neill, Michael W. (author) / Vipulanandan, Cumaraswamy (author) / Hassan, Khaled (author)
Geo-Denver 2000 ; 2000 ; Denver, Colorado, United States
2000-07-17
Conference paper
Electronic Resource
English
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