Behavior of Flexible Pipe with Sand Backfill in Trench Condition and Verification with Finite Element Method
Author:
Affiliation:
1. Postdoctoral Fellow, Department of Civil & Environ. Eng., The University of Houston, Houston, Texas, 77204
2. Professor & Chairman, Director of CIGMAT, Department of Civil & Environ. Eng., The University of Houston, Houston, Texas, 77204
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/40745%28146%2968
Reference4 articles.
1. The design of a laboratory facility for evaluating the structural response of small-diameter buried pipes
2. McGrath T. J. (1999). "Calculating Loads on Buried Culverts Based on Pipe Hoop Stiffness " Transportation Research Record Vol. 1656 No. 99-0909 TRB Washington D. C pp. 73-79.
3. Some Observations on Flexible Pipe Response to Load;Rogers C. D. F.;Transportation Research Record,1988
4. Load Transfer Analyses of Buried Pipe in Different Backfills
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1. Soil–Structure Interaction for Buried Conduits Influenced by the Coupled Effect of the Protective Layer and Trench Installation;Journal of Pipeline Systems Engineering and Practice;2024-05
2. Long-term response of flexible pipe in sand trench due to consolidation of native clay;Soils and Foundations;2021-08
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