Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads

Geotechnique

Volumn 52, Issue 1, 2002, Pages 61-64

  Taiebat, H A ^a   Carter, J P ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Bearing capacity; Clays; Foundations; Numerical modelling and analysis

Indexed keywords

BEARING CAPACITY; CLAY; FAILURE ANALYSIS; FOUNDATION; LOADING TEST;

EID: 0036486719     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2002.52.1.61     Document Type: Article

References (11)

1. Bearing capacity of shallow foundations
2. Axially-symmetric plastic deformation in soil. II: Indentation of ponderable soils
3. The bearing capacity of strip footing on clay under combined loading
4. The bearing capacity of foundations under eccentric and inclined loads
5. On the plastic flow of metal under conditions of axial symmetry
6. A semi-analytical finite element method for three-dimensional consolidation analysis
7. Bearing capacity of circular foundations on soft clay of strength increasing with depth
8. Analysis of ultimate loads of shallow foundations