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Undrained Tip Response of Drilled Shaft in Cohesionless Soils
A method for assessment of the undrained drilled shaft tip load — tip displacement response in sands under earthquake or impact loading has not been available heretofore. Statnamic test results on two WSDOT drilled shaft with the shaft tips in sand below the water table have yielded field evidence with which to compare/calibrate such assessment. A method for tip load — tip displacement evaluation based on the assessed undrained stress-strain-strength of a sand as established from drained tests results and formulation is presented here. It is used to provide assessed response to compare with field recorded behavior.
Undrained Tip Response of Drilled Shaft in Cohesionless Soils
A method for assessment of the undrained drilled shaft tip load — tip displacement response in sands under earthquake or impact loading has not been available heretofore. Statnamic test results on two WSDOT drilled shaft with the shaft tips in sand below the water table have yielded field evidence with which to compare/calibrate such assessment. A method for tip load — tip displacement evaluation based on the assessed undrained stress-strain-strength of a sand as established from drained tests results and formulation is presented here. It is used to provide assessed response to compare with field recorded behavior.
Undrained Tip Response of Drilled Shaft in Cohesionless Soils
Elfass, Sherif (author) / Norris, Gary (author)
Geotechnical Earthquake Engineering and Soil Dynamics Congress IV ; 2008 ; Sacramento, California, United States
2008-05-14
Conference paper
Electronic Resource
English
Undrained Tip Response of Drilled Shaft in Cohesionless Soils
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