Response of buried steel pipelines subjected to relative axial soil movement
- 1 July 2009
- journal article
- Published by Canadian Science Publishing in Canadian Geotechnical Journal
- Vol. 46 (7), 735-752
- https://doi.org/10.1139/t09-019
Abstract
The performance of buried steel pipelines subjected to relative soil movements in the axial direction was investigated using full-scale pullout testing in a soil chamber. Measured axial soil loads from pullout testing of pipes buried in loose dry sand were comparable to those predicted using guidelines commonly used in practice. The peak values of axial pullout resistance observed on pipes buried in dense dry sand were several-fold (in excess of 2 times) higher than the predictions from guidelines; the observed high axial pullout resistance is primarily due to a significant increase in normal soil stresses on the pipelines, resulting from constrained dilation of dense sand during interface shear deformations. This reasoning was confirmed by direct measurement of soil stresses on pipes during full-scale testing and numerical modeling. The research findings herein suggest that the use of the coefficient of lateral earth pressure at-rest (K0) to compute axial soil loads, employing equations recommended in common guidelines, should be undertaken with caution for pipes buried in soils that are likely to experience significant shear-induced dilation.Keywords
This publication has 16 references indexed in Scilit:
- Compaction effects on strains within profiled thermoplastic pipesGeosynthetics International, 2008
- Cyclic loading response of loose air-pluviated Fraser River sand for validation of numerical models simulating centrifuge testsCanadian Geotechnical Journal, 2005
- Bearing capacity of model piles driven into dense overconsolidated sandsCanadian Geotechnical Journal, 1998
- Design of driven piles in sandGéotechnique, 1994
- Soil parameters for deformation analysis of sand massesCanadian Geotechnical Journal, 1987
- The strength and dilatancy of sandsGéotechnique, 1986
- On the width of failure zonesGéotechnique, 1980
- The Influence of Strains in Soil MechanicsGéotechnique, 1970
- EARLY DIAGENETIC CEMENTATION OF RECENT SANDS, FRASER RIVER DELTA, BRITISH COLUMBIASedimentology, 1969
- THE QUASI-STATIC EXPANSION OF A SPHERICAL CAVITY IN METALS AND IDEAL SOILSThe Quarterly Journal of Mechanics and Applied Mathematics, 1959