Statistical and 3D Numerical Identification of Pipe and Bedding Characteristics Responsible for Longitudinal Behavior of Buried Pipe
Author:
Affiliation:
1. URGC, INSA Lyon, J. C. A. Coulomb, 20 Avenue Albert Einstein 69621 Villeurbanne, France.
2. URGC, INSA Lyon, J. C. A. Coulomb, 20 Avenue Albert Einstein 69621 Villeurbanne, France
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/40854%28211%2983
Reference8 articles.
1. ASCE Gravity sanitary sewer design and construction ASCE 1982
2. Ariaratman S.T. El-Assaly A. Yang Y. Assessement of infrastructure inspection needs using logistic models Journal of infrastructure systems Vol. 7 No. 4 2001 p160-165
3. Analyse fiabiliste du comportement axial des conduites d'assainissement;Benmansour A.;Canadian Geotechnical Journal,1997
4. Buco J. Emeriault F. (2005) Characterization of the mechanical behavior of sewer pipe joints under various loads. Laboratory testing report 43p. (Not published)
5. Elachachi S. M. Breysse D. Houy L. (2004) Longitudinal variability of soils and structural response of sewer networks Computers and Geotechnics Vol. 31 2004 p 625-641
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