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Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
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Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1007/978-1-4615-3928-5_4openalex-snapshot
Bearing Capacity of Shallow Foundations
inferredcites →https://doi.org/10.1016/s0020-7403(62)80024-1openalex-snapshot
Axially-symmetric plastic deformation in soils—II. Indentation of ponderable soils
inferredcites →https://doi.org/10.1016/s0266-352x(00)00019-7openalex-snapshot
A semi-analytical finite element method for three-dimensional consolidation analysis
inferredcites →https://doi.org/10.1061/jsfeaq.0001846openalex-snapshot
Analysis of Ultimate Loads of Shallow Foundations
inferredcites →https://doi.org/10.1098/rspa.1955.0262openalex-snapshot
On the plastic flow of metals under conditions of axial symmetry
inferredcites →https://doi.org/10.1098/rspa.1999.0340openalex-snapshot
The bearing capacity of a strip footing on clay under combined loading
inferredcites →https://doi.org/10.3208/sandf.35.4_21openalex-snapshot
Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Modélisation numérique des fondations avec des inclusions rigides sous sollicitations sismiques
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