A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Load Displacement Behavior of ACIP Piles in Cohesive Soils
In order to better quantify the performance of ACIP piles in cohesive soil the load-displacement behavior of ACIP pile at the NGES-UH was investigated. A database of ten other full-scale ACIP piles in cohesive soil with diameters ranging from 406 to 457 mm and lengths varying from 9.7 to 28 m was also investigated. The measured pile capacities varied from 898 to 3648 kN (100 to 410 tons). A non-dimensional hyperbolic relationship was used to verify the non linear load-displacement behavior of full scale load test data of eleven ACIP piles in cohesive soils in Texas. For the ACIP piles in cohesive soils, 50% of the ultimate load was achieved in the displacement range of 0.3% to 2% of the diameter. The ultimate capacity of the piles was determined using the hyperbolic relationship. The load transfer behavior of ACIP pile in cohesive soil was also studied.
Load Displacement Behavior of ACIP Piles in Cohesive Soils
In order to better quantify the performance of ACIP piles in cohesive soil the load-displacement behavior of ACIP pile at the NGES-UH was investigated. A database of ten other full-scale ACIP piles in cohesive soil with diameters ranging from 406 to 457 mm and lengths varying from 9.7 to 28 m was also investigated. The measured pile capacities varied from 898 to 3648 kN (100 to 410 tons). A non-dimensional hyperbolic relationship was used to verify the non linear load-displacement behavior of full scale load test data of eleven ACIP piles in cohesive soils in Texas. For the ACIP piles in cohesive soils, 50% of the ultimate load was achieved in the displacement range of 0.3% to 2% of the diameter. The ultimate capacity of the piles was determined using the hyperbolic relationship. The load transfer behavior of ACIP pile in cohesive soil was also studied.
Load Displacement Behavior of ACIP Piles in Cohesive Soils
Vipulanandan, C. (author) / Vembu, Kalaiarasi (author) / Brettmann, Tracy (author)
International Foundation Congress and Equipment Expo 2009 ; 2009 ; Orlando, Florida, United States
Contemporary Topics in Deep Foundations ; 422-429
2009-03-10
Conference paper
Electronic Resource
English
Load Displacement Behavior of ACIP Piles in Cohesive Soils
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