Pile Design Based on Cone Penetration Test Results

Other literature type OPEN
Salgado, Rodrigo ; Lee, Junhwan (1999)
  • Publisher: Purdue University
  • Subject: piles | sands | cone penetration test | bearing capacity | constitutive model | finite element analysis | limit states design | calibration chamber test | SPR-2142 | Civil Engineering

The bearing capacity of piles consists of both base resistance and side resistance. The side resistance of piles is in most cases fully mobilized well before the maximum base resistance is reached. As the side resistance is mobilized early in the loading process, the de... View more
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