Tilt Table Test for Interface Shear Resistance Between Flowlines and Soils

Author:

Najjar Shadi S.1,Gilbert Robert B.1,Liedtke Eric A.2,McCarron Bill3

Affiliation:

1. University of Texas at Austin, Austin, TX

2. BP America, Inc., Houston, TX

3. ASGM Engineering, Denver, CO

Abstract

This paper describes a tilt table test method for measuring the shear resistance between flowlines and supporting soils. This shear resistance is important in considering buckling and walking in the design of flowlines. A significant challenge in measuring the shear resistance is the very low effective normal stresses that exist at the interface in field conditions. Since the measured stresses will be small, even small amounts of friction in a test device can adversely affect the results. The tilt table method overcomes this problem by using gravity to apply the normal and shear stresses to the soil-flowline interface, eliminating the need for a mechanical loading system. A set of test results is presented to demonstrate how the test method can be used to measure the resistance between the flowline and the soil. These results illustrate that the type of flowline coating and the effective normal stress affect the shear resistance.

Publisher

ASMEDC

Cited by 9 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests;Journal of Geotechnical and Geoenvironmental Engineering;2022-11

2. A Novel Proof of Concept Experimental Setup for Seabed-Pipe Interface Friction Measurements;Geotechnical Testing Journal;2022-06-23

3. Interpretation of the Torsional Resistance of Shallowly Embedded Hemiball Penetrometer;Journal of Geotechnical and Geoenvironmental Engineering;2020-04

4. Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics;Journal of Geotechnical and Geoenvironmental Engineering;2019-10

5. Novel Methods for Characterizing Pipe Walking Behaviours in Situ in Deep Water;Proceedings of GeoShanghai 2018 International Conference: Advances in Soil Dynamics and Foundation Engineering;2018

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