Strain-Gage Analysis For Uncased Pipeline Crossing: Report of the Research Council on Pipeline Crossing of Railroads and Highway of Pipeline Divisionby
Research Council on Pipeline Crossings of Railroads and Highways of the Pipeline Division, ASCE
Serial Information: Journal of the Pipeline Division, 1964, Vol. 90, Issue 1, Pg. 49-88
Document Type: Journal Paper
Abstract: From an analysis of strain gage data obtained by the Association of American Railway Laboratories for simulated highway and railroad crossings by uncased 8 in. and 12 in. pipelines, it was found that stresses due to external loads as well as the interaction effects between pressure and external loads were found to be small. Soil load stresses produced by cyclic loading were fairly high. Comparison of test data with theoretical calculations is encouraging and suggests that refinement to the theory would produce useful results toward establishing a design basis. Analysis of 8 in. pipe data and tests on larger size pipe are recommended.
Subject Headings: Cyclic loads | Railroad grade crossings | Pipeline crossing | Strain gages | Highways and roads | Soil stress | Field tests
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