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Application of a non-coaxial soil model in shallow foundations
Y. Yang
, H. S. Yu
Department of Civil Engineering
Research output
:
Journal Publication
›
Article
›
peer-review
35
Citations (Scopus)
Overview
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Dive into the research topics of 'Application of a non-coaxial soil model in shallow foundations'. Together they form a unique fingerprint.
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Engineering
Bearing Capacity
66%
Boundary Condition
66%
Finite Element Method
66%
Granular Soil
33%
Loading Condition
66%
Perfect Plasticity
33%
Plastic Strain Rate
66%
Plasticity Theory
33%
Shallow Foundation
100%
Soil Mass
33%
Strain Hardening
33%
Keyphrases
ABAQUS
11%
Automatic Error Control
11%
Bearing Capacity
11%
Coaxial Components
22%
Finite Element Method
11%
Finite Element Program
11%
Footing Bearing Capacity
11%
Footing Settlement
22%
Foundation Analysis
11%
Granular Soil
11%
Local Plasticity
11%
Non-coaxial
100%
Nonconservative
11%
Perfect Plasticity
11%
Plastic Strain Ratio
22%
Plasticity Theory
11%
Principal Stress Rotation
11%
Result Prediction
11%
Rice
11%
Shallow Foundation
100%
Soil Mass
11%
Soil Model
100%
Strain Hardening
11%
Substepping
11%