Assessment of Large-Diameter Ductile Iron Pipeline Joint to Transverse Loading using Distributed Fiber Optic Sensing
Author:
Affiliation:
1. University of California, Berkeley
2. East Bay Municipal Utility District
3. Kubota corp.
4. University of Birmingham
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/43/10_v10.OS-32-04/_pdf
Reference6 articles.
1. 1) Wham, B. P., & O’Rourke, T. D. (2016). Jointed pipeline response to large ground deformation. Journal of Pipeline Systems Engineering and Practice, 7(1), 04015009.
2. 2) Wham, B. P., Anderson, D. K., & Ihnotic, C. R. (2020). Experimental Assessment of Pipeline Connection Response to Transverse Loading. In Pipelines 2020 (pp. 405-417). Reston, VA: American Society of Civil Engineers.
3. 3) Soga, K., & Luo, L. (2018). Distributed fiber optics sensors for civil engineering infrastructure sensing. Journal of Structural Integrity and Maintenance, 3(1), 1-21.
4. 4) Kubota Co. (2020). Dimension Handbook [Brochure]. https://www.kubota.com/products/ironpipe/tech_info/pdf/Dimension_handbook/NS-Type_DimensionHandbook.pdf
5. 5) Kubota Co. (2014). Assembling Procedure of 20”-40” NS Joint [Brochure]. https://www.kubota.com/products/ironpipe/tech_info/pdf/Assembling_manual/NS-Type_Joint.pdf
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