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Model test studies on soil restraint to pipelines buried in sand
R. Liu
*
, S. W. Yan,
J. Chu
*
Corresponding author for this work
Tianjin University
Nanyang Technological University
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Keyphrases
Sand
100%
Cover Depth
100%
Model Test Study
100%
Soil Resistance
66%
Relative Motion
33%
Large-scale Model Test
33%
Internal Pressure
33%
Frictional Force
33%
Forced Displacement
33%
Large Depth
33%
Pipeline Dynamics
33%
Pipe Diameter
33%
Lateral Soil Resistance
33%
Buckling Phenomenon
33%
Uplift Test
33%
Likelihood of Occurrence
33%
Lateral Sliding
33%
Axial Pull-out Test
33%
Submarine pipeline
33%
Thermal Pressure
33%
Engineering
Model Test
100%
Soil Resistance
100%
Buried Pipelines
100%
Test Result
33%
Scale Model Test
33%
Internal Pressure
33%
Peak Value
33%
Frictional Force
33%
Force Displacement
33%
Pullout Test
33%
Pipe Diameter
33%
Submarine Pipeline
33%
Relative Movement
33%