Effect of support condition on the mechanical behavior of ductile iron pipes buried at shallow depth within the backfill of controlled low strength material-Reference-Cited by-同舟云学术

Effect of support condition on the mechanical behavior of ductile iron pipes buried at shallow depth within the backfill of controlled low strength material

Published:2023-07 Issue: Volume:41 Page:101016
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Yang Hsuan-Chih,Chang Che-Yu,Liu Gee-Yu,Chou Pao-Ching

Funder

Water Corporation

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference26 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). AASHTO LRFD bridge design specifications. 5th ed. Washington DC, USA: AASHTO; 2010.

2. American Concrete Institute (ACI) Committee 229. Controlled low-strength materials, ACI 229R-99 Report, Farmington Hills, Michigan, USA: ACI; 1999.

3. American Water Works Association (AWWA). American national standard for polyethylene encasement for ductile iron piping for water and other liquids. ANSI/AWWA C105/A21.5-88, Denver, CO, USA: AWWA; 1988.

4. American Water Works Association (AWWA). Ductile-iron pipe and fittings, Manual of water supply practices M41. 3rd ed. Denver, CO, USA: AWWA; 2009.

5. American Water Works Association (AWWA). Installation guide for buried pipes. 5th ed. AWWA; 2016.

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