Improved Thrust Restraint Design Considering Displacement of Pipe Bend and Joint Separation-Reference-Cited by-同舟云学术

Improved Thrust Restraint Design Considering Displacement of Pipe Bend and Joint Separation

Published:2023-05 Issue:2 Volume:14 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Ohta Yoko¹^ORCID,Sawada Yutaka²^ORCID,Kitada Megumi³,Kawabata Toshinori⁴

Affiliation:

1. Ph.D. Student, Graduate School of Agricultural Science, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan. ORCID: .

2. Associate Professor, Graduate School of Agricultural Science, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan (corresponding author). ORCID: .

3. Officer, Hyogo Prefectural Government, 5-10-1 Shimoyamate-dori, Chuo-ku, Kobe-shi, Hyogo 650-8567, Japan.

4. Professor, Graduate School of Agricultural Science, Kobe Univ., 1-1 Rokkodai-cho, Nada-ku, Kobe-shi, Hyogo 657-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1306

Reference30 articles.

1. Al-Shayea N. 2006. “Pullout capacity of block anchor in unsaturated sand.” In Proc. 4th Int. Conf. Unsaturated Soils 403–414. Reston VA: ASCE. https://doi.org/10.1061/40802(189)29.

2. Soil Restraint Against Horizontal Motion of Pipes

3. AWWA (American Water Works Association). 2013. M45 fiberglass pipe design. 3rd ed. Denver: AWWA.

4. Load-Displacement Relationship for Vertical Anchor Plates

5. Centrifugal Model Tests on Vertical Anchor Plates

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