A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A design method for piles driven in sand and subjected to static vertical loads is presented. This method is unique in that it considers the existence of residual stresses due to driving. It uses the results of Stand Penetration Tests to obtain the load transfer curves for friction and point resistance. These curves are modelled by hyperbolas which start at the residual friction and residual point pressure for zero displacement.
A design method for piles driven in sand and subjected to static vertical loads is presented. This method is unique in that it considers the existence of residual stresses due to driving. It uses the results of Stand Penetration Tests to obtain the load transfer curves for friction and point resistance. These curves are modelled by hyperbolas which start at the residual friction and residual point pressure for zero displacement.
Piles in Sand: A Design Method Including Residual Stresses
1983
28 pages
Report
No indication
English
| British Library Online Contents | 2001
Estimation of Post-Driving Residual Stresses Along Driven Piles in Sand
| British Library Online Contents | 2000
Estimation of Post-Driving Residual Stresses Along Driven Piles in Sand
| Online Contents | 2000
Prediction of residual driving stresses in piles
| British Library Online Contents | 2001