Evaluation of Fractured Neogene Mudstone for Tunnel Excavation
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- YAMAMOTO Takuji
- Kajima Technical Research Institute
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- SATO Hidehumi
- Hokkaido Regional Development Bureau Asahikawa Development and Construction Department
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- SAITO Hiroki
- Hokkaido Regional Development Bureau Asahikawa Development and Construction Department
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- KASHIMA Tatsunori
- Hokkaido Regional Development Bureau Asahikawa Development and Construction Department
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- DATE Kensuke
- Kajima Technical Research Institute
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- YOKOTA Yasuhiro
- Kajima Technical Research Institute
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- NARITA Nozomu
- Kajima Corporation Hokkaido Branch
Bibliographic Information
- Other Title
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- 断層活動により破砕した新第三紀泥岩のトンネル掘削における評価法
- ダンソウ カツドウ ニ ヨリ ハサイ シタ シン ダイサンキ デイガン ノ トンネル クッサク ニ オケル ヒョウカホウ
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Description
The KITANOMINE tunnel (length : 2,928m) is a long bored tunnel. The north part of the tunnel is surrounded by squeezing mudstone, which became heavily fractured and then changed to clay as the tunnel advanced. The deterioration was so severe that the tunnel convergence and the crown settlement reached a non-negligible level. For safe and reasonable tunnel excavation, accurate evaluation of the ground conditions became more important. This report presents various kinds of new survey, measurement and devised boring method.
Journal
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- Journal of the Japan Society of Engineering Geology
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Journal of the Japan Society of Engineering Geology 56 (6), 325-335, 2016
Japan Society of Engineering Geology
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Details 詳細情報について
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- CRID
- 1390282679070936960
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- NII Article ID
- 130005148711
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- NII Book ID
- AN00026635
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- ISSN
- 18840973
- 02867737
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- NDL BIB ID
- 027110775
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL Search
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed