Chapter
Apr 26, 2012
Numerical Simulation of Installation Process for Flexible Ditch Conduits
Publication: Pipelines 2001: Advances in Pipelines Engineering and Construction
Abstract
Experience has shown that a high soil density will ensure high soil stiffness. In selecting a backfill material the designer will consider such things as depth of cover, depth of water table, pipe materials, compaction methods available and so forth. While the understandings of stresses in a pipe from other sources are satisfactory, the stress due to the installation conditions is not clear. It is attempted in this paper to further advance the understanding of the stresses and deflections in pipes due to installation process.
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Information & Authors
Information
Published In
Pipelines 2001: Advances in Pipelines Engineering and Construction
Pages: 1 - 12
Copyright
© 2001 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Backfills
- Channels (waterway)
- Conduits
- Construction engineering
- Construction methods
- Density (material)
- Engineering fundamentals
- Excavation
- Groundwater
- Hydraulic engineering
- Hydraulic structures
- Infrastructure
- Material mechanics
- Material properties
- Materials engineering
- Models (by type)
- Numerical models
- Pipe materials
- Pipeline systems
- Pipelines
- Pipes
- Stiffening
- Structural behavior
- Structural engineering
- Water (by type)
- Water and water resources
- Water management
- Water pipelines
- Water table
- Waterways
Authors
Affiliations
Vijayanand Banahatti
Research Student, Department of Civil Engg., Indian Institute of Science, Bangalore-560 012
B. R. Srinivasa Murthy
Professor, Department of Civil Engg., Indian Institute of Science, Bangalore-560 012
A. Vatsala
Scientific Officer, Department of Civil Engg., Indian Institute of Science, Bangalore-560 012
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.