Three-Dimensional Response of Buried Pipe Under Vehicle Loads

Proceedings of the ASCE International Conference on Pipeline Engineering and Construction: New Pipeline Technologies, Security, and Safety

Volumn 1, Issue , 2003, Pages 658-665

  Noor, Munaz A ^a   Dhar, Ashutosh S ^b  

^a BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Bangladesh)

^b NONE

Author keywords

[No Author keywords available]

Indexed keywords

FINITE ELEMENT METHOD; SOILS; STRESS ANALYSIS; VEHICLES; WHEELS; BUILDING CODES; DYNAMIC RESPONSE; ELASTIC MODULI; GROUND VEHICLES; PIPELINES; SOIL STRUCTURE INTERACTIONS; STANDARDS; STRUCTURAL DESIGN; STRUCTURAL LOADS; THREE DIMENSIONAL;

BURIED PIPES;

PIPE; UNDERGROUND STRUCTURES;

BURIED PIPE; SHALLOW BURIAL; SOIL PIPE INTERACTION; THREE DIMENSIONAL RESPONSE; VEHICLE LOADS;

EID: 0141884167     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40690(2003)87     Document Type: Conference Paper

References (6)

1. ANSYS (1997). Release 5.4 ANSYS Inc, Southpointe, PA.
2. ASCE (1993). "Standard Practice for Direct Design of Buried Precast Concrete Pipe Using Standard Installation (ASCE93-15)," NY: American Society of Civil Engineers.
3. Boussinesq, J.V. (1885). "Application des potentiels a l'etude de l'equilibre et du mouvement des solids elastiques, Paris, Gantheir-Villars.
4. CAN/CSA - S6-00 "Buried Structures" Canadian Highway Bridge Design Code.
5. Heger, F. J., Liepins, A. A., and Selig, E. T., (1985). "SPIDA: An Analysis and Design System for Buried Concrete Pipe," Advances in Underground Pipeline Engineering, Proceedings of ASCE, pp. 143-154.
6. Spanger, M.G. and Handy, R.L. (1973). "Soil Engineering," Intext Educational Publishers, New York and London.