In this section
@article{Edwards:2006,
author = {Edwards, D and Potts, D and Zdravkovic, L},
journal = {Ground Engineering},
pages = {42--44},
title = {Paper: The bearing capacity of a circular footing under 'punch-through' failure},
volume = {39},
year = {2006}
}
TY - JOUR
AB - Finite element analyses performed with the Imperial College Finite Element Program (ICFEP) were carried out to perform a parametric study of the bearing capacity of a circular footing on layered clays. Eight noded isoparametric solid elements and six noded, zero thickness interface elements were used with reduced integration. A modified Newton-Raphson approach with an error controlled sub-stepping stress point algorithm was used to solve the non-linear FEAs. The data generated showed existing methods of analysis to predict overly conservative foundation capacities.
AU - Edwards,D
AU - Potts,D
AU - Zdravkovic,L
EP - 44
PY - 2006///
SN - 0017-4653
SP - 42
TI - Paper: The bearing capacity of a circular footing under 'punch-through' failure
T2 - Ground Engineering
VL - 39
ER -