Using TDA as an engineered stress-reduction fill over preexisting buried pipes

Keyphrases

• Pipe-soil Interaction 100%
• Ground Settlement 100%
• Geotechnical Properties 50%
• Earth Fill 50%
• Backfilling Material 50%
• Stress Arch 50%
• Pipe Strain 50%
• Settlement Change 50%
• Tire chips 50%
• Pipe Stiffness 50%
• Rerouting 50%
• Tire Shreds 50%
• Bridging Mechanism 50%
• Pipe Wall 50%
• Pipe Stress 50%
• Static Loading Condition 50%
• Full-scale Field Test 50%
• Metal pipe 50%
• Construction Alternatives 50%
• Wall Strain 50%

Engineering

• Produced Material 50%
• Pipe Stress 50%
• Static Loading Condition 50%
• Field Result 50%
• Pipe Wall 50%