Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting-Reference-Cited by-同舟云学术

Pipe-soil shear interaction stiffness in horizontal directional drilling and pipe bursting

Published:2010-06-10 Issue:2 Volume:5 Page:69-77
ISSN:1748-6025
Container-title:Geomechanics and Geoengineering
language:en
Short-container-title:Geomechanics and Geoengineering

Author:

Chehab Abdul Ghafar¹,Moore Ian²

Affiliation:

1. a Golder Associates Limited, Whitby , Canada

2. b GeoEngineering Centre at Queen's – RMC, Queen's University , Kingston, Canada

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology

Link

https://www.tandfonline.com/doi/pdf/10.1080/17486020903497449

Reference11 articles.

1. Methods for Estimating Pipe Pullback Loads for Horizontal Directional Drilling (HDD) Crossings

2. Chehab , A.G. and Moore , I.D. March 2–3 2008.Polymer pipes in trenchless applications: HDPE pipe response during pulled in place installation, Geoamericas 2008 (The First Pan American Geosynthetics Conference & Exhibition)March 2–3, 10Cancun, Mexico

3. Cholewa , J. Brachman , R.W.I , Moore , I.D. and Take , W.A. 2009.Ground displacements from a pipe bursting experiment in well-graded sand and gravel, Vol. 135(11), 1713–1721. ASCEJournal of Geotechnical and Geoenvironmental Engineering.

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2. Numerical Study of Restrained Joint and Pulling Load for Ductile Iron Pipe in Horizontal Directional Drilling;Journal of Pipeline Systems Engineering and Practice;2018-11

3. Predicting Soil Expansion Force during Static Pipe Bursting Using Cavity Expansion Solutions;International Journal of Geomechanics;2016-06

4. Analysis for Long-Term Response of Pipes Installed Using Horizontal Directional Drilling;Journal of Geotechnical and Geoenvironmental Engineering;2012-04