Chapter
Nov 16, 2022
Design Method of Pipeline in Shield Tunnel against Fault Displacement
Authors: Keita Oda [email protected], Shogo Kaneko, Ph.D. [email protected], and Shozo Kishi [email protected]Author Affiliations
Publication: Lifelines 2022
ABSTRACT
In this paper, we report a calculation method and calculation example of a fault countermeasure pipeline in a shield tunnel built with earthquake-resistant ductile iron pipes (ERDIPs). When a pipeline is installed in a shield tunnel, it is necessary to consider the interaction between the ground and shield tunnel, the shield tunnel and tunnel backfilling filler, and the filler and pipeline. Therefore, the pipeline performance against fault displacement was evaluated using a composite pipeline model to simulate the pipeline, shield tunnel, ground, and tunnel backfilling filler. We propose a method for designing a pipeline subjected to fault displacement based on the analysis results of the composite pipeline model. The use of a collar or long collar effectively improved the performance of pipelines against fault displacement.
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REFERENCES
ASCE, Committee on Gas and Liquid Fuel Lifelines. 1984. “Guidelines for the seismic design of oil and gas pipeline systems,” Journal of the Transportation Engineering Division, ASCE, pp.150-163.
Kurihara, S. 1998. “Impact on the Akashi Kaikyo Bridge of Kobe Earthquake,” Bridge and foundation engineering, Vol.32, No.8, pp.94-97.
Miyazaki, M., and Takahashi, H. 1970. Engineering Geology, Kyoritsu Shuppan Co., Ltd., pp.121-1.
Tokida, K. 2004. “Engineering viewpoints on counter-measures for civil engineering structures against surface faulting,” Journal of JSCE, Vol.2004, No.752, pp.63-77.
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Published online: Nov 16, 2022
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1Dept. of Pipe System Networks R&D, Kubota Corporation, Hyogo, Japan. Email: [email protected]
2Dept. of Pipe System Networks R&D, Kubota Corporation, Chuoku, Tokyo, Japan. Email: [email protected]
3Dept. of Pipe System Networks R&D, Kubota Corporation, Hyogo, Japan. Email: [email protected]
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