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Interaction between model bored piles and swelling London Clay
Tim Sands
School of Life and Medical Sciences
Water and Environment
Agriculture, Food and Veterinary Sciences
Centre for Climate Change Research (C3R)
Department of Psychology, Sport and Geography
Research output
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Thesis
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Doctoral Thesis
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Dive into the research topics of 'Interaction between model bored piles and swelling London Clay'. Together they form a unique fingerprint.
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Keyphrases
Heave
100%
London Clay
100%
Swelling Clay
100%
Bored pile
100%
Clay
100%
Swelling Pressure
66%
Model pile
50%
Pile Design
33%
Shear Stress
33%
Pile Test
33%
Expansive Clay
16%
Stress Reversal
16%
Simple Shear
16%
Total Stress Method
16%
Tertiary Phase
16%
Testing Program
16%
Grouting
16%
Long-term Modelling
16%
Rowe Cell
16%
Shear Zone
16%
Tubular Steel
16%
Best Prediction
16%
Steel pile
16%
Interface Shear
16%
Anchor pile
16%
Free Field
16%
Conceptual Model
16%
Subsidence
16%
Pile Length
16%
Clay Strength
16%
Pile Foundation
16%
Model-based Testing
16%
Bulb
16%
Effective Stress Principle
16%
Relative Displacement
16%
Engineering
Model Test
100%
Pile Design
66%
Simple Shear
33%
Stress Reversal
33%
Full Scale
33%
Average Shear Stress
33%
Expansive Clay
33%
Test Pile
33%
Pile Foundations
33%
Free Field
33%
Relative Displacement
33%
Drilled Hole
33%
Shear Zone
33%
Pile Diameter
33%
Test Site
33%
Effective Stress Method
33%
Test Result
33%
Earth and Planetary Sciences
Clay Swelling
100%
London Clay
100%
Model Test
50%
Shear Zone
16%
Subsidence
16%
Pile Foundations
16%