Journal of Engineering and Applied Sciences
Year:
2017
Volume:
12
Issue:
8
Page No.
2029 - 2038
Comparing Experimental and Software Results of Changing the Water Transmission
Pipe Diameter under the External Load of Surrounding Soil
(Case Study: Pipes with a Diameter of 2400 mm)
Authors :
Fariborz Rahimi Klarijani
and
Nima Ranjbar Mali Darreh
References
Jayadevan, K.R., E. Berg, C. Thaulow, E. Ostby and B. Skallerud, 2006. Numerical investigation of ductile tearing in surface cracked pipes using line-springs. Intl. J. Solids Struct., 43: 2378-2379.
Direct Link | Kawabata, T., Y. Mohri, H. Tamura, D. Shoda and T. Oda, 2006. Field test for buried large steel pipes with thin wall. Proceedings of the 2006 Conference on Pipeline Division Specialty, July 30-August 2, 2006, American Society of Civil Engineers, Chicago, Illinois, pp: 1-8.
Salehian, F., 1967. The assessment of manhole structures of sewage network against earthquakes. Masters Thesis, Texas Tech University College of Agricultural Sciences & Natural Resources, Sari, Iran.
Spangler, M.G., 1941. The Structural Design of Flexible Culverts. Iowa State College of Agriculture and Mechanic Arts, Iowa, USA., Pages: 84.
Staff, AWWA., 2011. Steel Pipe: A Guide for Design and Installation, (M11). 4th Edn., American Water Works Association, Bloomington, Minnesota, ISBN:1-58321-274-4, Pages: 242.