Pile Design Based on Cone Penetration Test Results

Other literature type OPEN

• 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

---

• Similar Research Results (9)

  Load-settlement behaviour of model pile groups in sand under vertical load (2017)	94%
  Optimizing the prediction accuracy of load-settlement behavior of single pile using a self-learning data mining approach (2019)	93%
  Development of design parameters for H-piles in sand using static analysis (1988)	92%
  Using small-strain stiffness to predict the load-settlement behaviour of shallow foundations on sand (2015)	92%
  An Experimental and Theoretical Study of Pile Foundations Embedded in Sand Soil	92%
  Load-settlement response of varying sand media reinforced by geogrids (2019)	91%
  Deformation mechanisms beneath shallow foundations (2013)	87%
  The effects of partial embedment of a helical screw pile into a bearing layer on its penetrability and load-settlement behavior (2010)	85%
  LOAD-SETTLEMENT BEHAVIOUR OF GEOGRID-REINFORCED SAND CUSHION (2019)	80%

• Metrics
  No metrics available