Finite element analysis of axial–lateral interaction behavior of buried pipelines in dense sand

Author:

Ahmed Sheikh Sharif,Ullah Md ShajibORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference30 articles.

1. ALA (2001) Guideline for the design of buried steel pipe. American Lifelines Alliance, Federal Emergency Management Agency (FEMA), Washington, D.C., p 83

2. PRCI (2004) Guidelines for the seismic design and assessment of natural gas and liquid hydrocarbon pipelines. In: Honegger DG, and Nyman DJ (eds) Pipeline Research Council International, Falls Church, VA, PR-268-9823, p. 206

3. Trautmann CH, O’Rourke TD (1985) Lateral force−displacement response of buried pipe. J Geotech Eng 111(9):1077–1092

4. Trautmann CH, O’Rourke TD, Kulhawy FH (1985) Uplift force−displacement response of buried pipe. J Geotech Eng 111(9):1061–1076

5. Paulin MJ, Phillips R, Clark JI, Trigg A, and Konuk I (1998) A full-scale investigation into pipeline/soil interaction. In: Proceedings of the international pipeline conference (IPC1998), ASME, pp 779−788

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