Analysis for Long-Term Response of Pipes Installed Using Horizontal Directional Drilling-Reference-Cited by-同舟云学术

Analysis for Long-Term Response of Pipes Installed Using Horizontal Directional Drilling

Published:2012-04 Issue:4 Volume:138 Page:432-440
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chehab A. G.¹,Moore I. D.²

Affiliation:

1. Senior Geotechnical Engineer, NSCC International Ltd., P.O. Box 856, Abu Dhabi, United Arab Emirates; formerly, Ph.D. Candidate, Dept. of Civil Engineering, Queen’s Univ., Ellis Hall, 58 Univ. Avenue, Kingston, ON, Canada.

2. Professor and Canada Research Chair in Infrastructure Engineering, GeoEngineering Centre at Queen’s - RMC, Queen’s Univ., Ellis Hall, 58 Univ. Avenue, Kingston, ON, Canada (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000608

Reference16 articles.

1. American Standards for Testing and Materials (ASTM) International. (1999). “Standard guide for use of maxi-horizontal directional drilling for placement of polyethylene pipe or conduit under obstacles including river crossings.” ASTM F 1962-99 1–17.

2. Chehab A and Moore I. D. (2004). “A uniaxial linear viscoelastic-viscoplastic model for high density polyethylene.” Proc. the 57th Canadian Geotechnical Conference Canadian Geotechnical Society BC Canada 6D1–6D6.

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