ANALYSIS OF INFLUENTIAL FACTORS ON CRACKS OF CAST-IN-PLACE CONCRETE LINING OF SHIELD TUNNELS
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- OGAWA Atsushi
- 鉄道・運輸機構 青森新幹線建設局
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- KOMATSUBARA Wataru
- パシフィックコンサルタンツ株式会社 交通プロジェクト部
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- DOMON Tsuyoshi
- 首都大学東京 都市環境科学研究科
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- NISHIMURA Kazuo
- 首都大学東京 都市環境科学研究科
Bibliographic Information
- Other Title
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- 場所打ちライニングに生じたひび割れの方向性に着目した発生要因分析と抑制対策
Description
A cast-in-place lining method, which is called SENS, has been recently applied for railway tunnel for safety and economical construction. The number of examples has been also gradually increased. In Tsugaru-Yomogita tunnel of Hokkaido shinkansen, homogenous sand was excavated and constructed by this method. However cracks in transverse direction were mainly found in any place of primary concrete lining and water leakages were observed.<br> It is important for decreasing tunnel life cycle cost to reduce cracks and water leakage. Author mainly focused on restraining cracks and analyzed the cause of crack statistically. The way of quantification of cracks was conducted by tunnel-lining crack index which has been studied these days. Author suggested measures of restraining cracks with multiple factor analysis and threshold value in rough set theory.
Journal
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- Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering)
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Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering) 70 (1), 26-40, 2014
Japan Society of Civil Engineers
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Details 詳細情報について
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- CRID
- 1390001205354685440
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- NII Article ID
- 130004559974
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- ISSN
- 21856575
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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed