Parametric study of frost-induced bending moments in buried cast iron water pipes

Keyphrases

• Bending Moment 100%
• Waterpipe 100%
• Cast Iron 100%
• Frost 100%
• Deflection 33%
• Volume Change 33%
• Subbase 33%
• Pipe Deflection 33%
• Arterial Road 33%
• Ground Freezing 33%
• Ring Fracture 33%
• Ground Deformation 16%
• Burial Depth 16%
• Computational Results 16%
• Pore Water 16%
• Orthotropic 16%
• Load Case 16%
• Pavement 16%
• Axial Stiffness 16%
• Buried pipe 16%
• Flexural Stiffness 16%
• 3D Finite Element Analysis 16%
• Pipe-soil Interaction 16%
• Grey Cast Iron pipe 16%
• Local Streets 16%
• Normalized Moments 16%
• Ice Lens Formation 16%
• Longitudinal Bending 16%
• Pavement Stiffness 16%
• Frost-susceptible Soils 16%
• Stiffness Decrease 16%
• Soil Modulus 16%
• Failure Capacity 16%
• Trench Backfill 16%
• Soil Stratum 16%
• Residential Streets 16%

Engineering

• Road 100%
• Parametric Study 100%
• Induced Bending Moment 100%
• Ground Freezing 100%
• Pavement 100%
• Cast Iron 100%
• Bending Moment 50%
• Loading Case 50%
• Axial Stiffness 50%
• Grey Cast Iron 50%
• Flexural Stiffness 50%
• Dimensional Finite Element Analysis 50%
• Induced Ground Deformation 50%
• Soil Modulus 50%
• Cast Iron Pipe 50%

Earth and Planetary Sciences

• Bending Moment 100%
• Iron 100%
• Ground Freezing 66%
• Trench 33%
• Backfill 33%
• Porewater 33%