Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Load and Resistance Factor Design (LRFD) Resistance Factor for Augercast In Place Piles
The focus of this research was the assessment of the Load and Resistance Factor Design (LRFD) resistance factors (phi) for design methods used for Auger Cast In situ Piles (ACIPs) in Florida. Data from 78 pile load tests from 21 sites, identified by county, were collected in Florida. Sizes based on diameter were: 53-14 inch, 16-16 inch, 6-18 inch, 1-24 inch and 1-30 inch. Most of the piles were between 30 and 80 ft. in length. Forty-four of the test piles were in a layer of limestone with a layer of sand and/or clay above or below. Seven of the test piles were in sand, 4 in clay, 15 piles were in multiple layers of sand, clay or silt and 8 had no borings.
Load and Resistance Factor Design (LRFD) Resistance Factor for Augercast In Place Piles
The focus of this research was the assessment of the Load and Resistance Factor Design (LRFD) resistance factors (phi) for design methods used for Auger Cast In situ Piles (ACIPs) in Florida. Data from 78 pile load tests from 21 sites, identified by county, were collected in Florida. Sizes based on diameter were: 53-14 inch, 16-16 inch, 6-18 inch, 1-24 inch and 1-30 inch. Most of the piles were between 30 and 80 ft. in length. Forty-four of the test piles were in a layer of limestone with a layer of sand and/or clay above or below. Seven of the test piles were in sand, 4 in clay, 15 piles were in multiple layers of sand, clay or silt and 8 had no borings.
Load and Resistance Factor Design (LRFD) Resistance Factor for Augercast In Place Piles
McVay M. (Autor:in) / Wasman S. (Autor:in) / Huang L. (Autor:in) / Crawford S. (Autor:in)
2015
164 pages
Report
Keine Angabe
Englisch
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