Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests-Reference-Cited by-同舟云学术

Uplift Resistance of Pipelines Buried in Compacted and Uncompacted Sands Using Field Tests

Published:2021-11 Issue:11 Volume:147 Page:04021130
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Thusyanthan N. I.¹,Robert D. J.²

Affiliation:

1. Director, Gavin & Doherty Geosolutions UK Ltd., 85 Great Portland St., London W1W 7LT, UK.

2. Senior Lecturer, School of Engineering, Royal Melbourne Institute of Technology (RMIT) Univ., Melbourne, VIC 3001, Australia (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.1943-5606.0002670

Reference35 articles.

1. ALA (American Lifeline Alliance). 2001. Guidelines for the design of buried steel pipes. Reston, VA: ASCE.

2. ASCE. 1984. “Guidelines for the seismic design of oil and gas pipeline systems.” In Committee on gas and liquid fuel lifelines of the ASCE technical council on lifeline earthquake engineering. Reston, VA: ASCE.

3. Soil Restraint Against Horizontal Motion of Pipes

4. Bai, Q., and Y. Bai. 2014. Subsea pipeline design, analysis and installation, gulf professional publishing. Oxford, UK: Gulf Professional Publishing.

5. Baumgard J. 2000. “Monotonic and cyclic soil responses to upheaval buckling in offshore buried pipelines.” Ph.D. thesis. Dept. of Engineering Univ. of Cambridge.

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