Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth
- 1 December 1995
- journal article
- Published by Elsevier BV in Soils and Foundations
- Vol. 35 (4), 21-35
- https://doi.org/10.3208/sandf.35.4_21
Abstract
No abstract availableThis publication has 12 references indexed in Scilit:
- Development of Centrifuge Cone Penetration Test to Evaluate the Undrained Shear Strength Profile of a Model Clay BedSoils and Foundations, 1995
- An Upper Bound Calculation on Bearing Capacity of a Circular Footing on a Non-Homogeneous ClaySoils and Foundations, 1986
- Bearing Capacity of Rectangular Footings on Clays of Strength Increasing Linearly With DepthSoils and Foundations, 1981
- Operation of a Geotechnical Centrifuge from 1970 to 1979Geotechnical Testing Journal, 1981
- The effect of increasing strength with depth on the bearing capacity of claysGéotechnique, 1973
- Experimental Determination of the Shape Factors and the Bearing Capacity Factors of SandGéotechnique, 1970
- Geotechnical Models Using the Hydraulic Gradient Similarity MethodGéotechnique, 1969
- The Bearing Capacity of large footings and Embankments on claysGéotechnique, 1967
- Some Recent Research on the Bearing Capacity of FoundationsCanadian Geotechnical Journal, 1963
- The Ultimate Bearing Capacity of FoudationsGéotechnique, 1951