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A statement on the stress field of pipe-soil structure
O. Bulut
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Corresponding author for this work
Department of Civil Engineering
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Keyphrases
Stress Field
100%
Soil Structure
100%
Parallel Plates
100%
Soil pipe
100%
Ring Test
100%
Plate Test
100%
Mechanical Properties
50%
Design Criteria
50%
Finite Element Analysis
50%
Optical Properties
50%
Thin Plate
50%
Fast Method
50%
High Mass Loading
50%
Stress Analysis
50%
Stress Distribution
50%
Inner Surface
50%
Absolute Value
50%
Stress-strain
50%
Circumferential Stress
50%
Study Stress
50%
Tresca Stress
50%
Soil Mechanical Properties
50%
Elastic Stress
50%
Araldite
50%
Buried Flexible pipe
50%
Half-ring
50%
Photoelasticity
50%
Undrained Triaxial Compression Test
50%
Photoelastic Test
50%
Universal Testing
50%
Photoelastic Measurements
50%
Polariscope
50%
Lateral Earth Pressure Coefficient
50%
Engineering
Stress Field
100%
Parallel Plate
100%
Cross Section
50%
Absolute Value
50%
Thin Plate
50%
Test Method
50%
Outer Surface
50%
Circumferential
50%
Flexible Pipe
50%
Lateral Earth Pressure
50%
Elastic Stress
50%
Design Criterion
50%
Compression Tests
50%
Finite Element Analysis
50%