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2021 | OriginalPaper | Buchkapitel

Contribution of Geotechnical Engineers in Restoration After Large-Scale Earthquake Disaster—Example of Aso Ohashi Bridge Replacement Project

verfasst von : Koji Yamashita, Shingo Tanaka, Takefumi Yamaguchi

Erschienen in: Advances in Sustainable Construction and Resource Management

Verlag: Springer Singapore

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Abstract

For the plan and design of a bridge crossing an active fault, the design including alignment change or consideration of the fault displacement can be possible by knowing the fault location with a certain accuracy by the soil investigation. This paper presents ① detection of the active fault zone, ② evaluation method for the fault activity based on ground conditions, ③ evaluation method for the excavation stability behind the bridge pier, and shows the technical knowledges obtained by a series of soil investigations for the restoration of Kumamoto Earthquake disaster.

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Literatur
1.
Zurück zum Zitat Tanaka, S., Yamashita, K., Yamaguchi, T.: Characteristics of surface earthquake faults caused by the Kumamoto earthquake (2017) Tanaka, S., Yamashita, K., Yamaguchi, T.: Characteristics of surface earthquake faults caused by the Kumamoto earthquake (2017)
2.
Zurück zum Zitat Chida, N.: Recent crustal movements in Central Kyushu—especially active faults in Quaternary volcanic area. Annual Study Report of Department of Education, Iwate University, vol. 39 (1979) Chida, N.: Recent crustal movements in Central Kyushu—especially active faults in Quaternary volcanic area. Annual Study Report of Department of Education, Iwate University, vol. 39 (1979)
3.
Zurück zum Zitat Nishida, H., Imamura, T., Hoshikuma, J.: Consideration for minimizing the effect of ground deformation in the planning and design of Aso Ohashi (tentative name). Learn from bridges damaged by the Kumamoto Earthquake, Kyushu Giho No. 65, 27–32 (2019) Nishida, H., Imamura, T., Hoshikuma, J.: Consideration for minimizing the effect of ground deformation in the planning and design of Aso Ohashi (tentative name). Learn from bridges damaged by the Kumamoto Earthquake, Kyushu Giho No. 65, 27–32 (2019)
4.
Zurück zum Zitat Jiang, Y., Nakagawa, M., Esaki, T.: Quantitative evaluation of mechanical properties of the natural rock joints for analyzing behavior of structures in discontinuous rock masses. In: JSCE Proceedings No. 624/III-47, pp. 231–243 (1999) Jiang, Y., Nakagawa, M., Esaki, T.: Quantitative evaluation of mechanical properties of the natural rock joints for analyzing behavior of structures in discontinuous rock masses. In: JSCE Proceedings No. 624/III-47, pp. 231–243 (1999)
Metadaten
Titel
Contribution of Geotechnical Engineers in Restoration After Large-Scale Earthquake Disaster—Example of Aso Ohashi Bridge Replacement Project
verfasst von
Koji Yamashita
Shingo Tanaka
Takefumi Yamaguchi
Copyright-Jahr
2021
Verlag
Springer Singapore
DOI
https://doi.org/10.1007/978-981-16-0077-7_78