NEW ROCK MASS CLASSIFICATION AT CUTTING FACE AND ITS APPLICABILITY TO TUNNEL SUPPORT PATTENS
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- SASANO Masayosi
- 和歌山県日高振興局
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- RIKITAKE Teturou
- 三井不動産建設 (株)
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- KIMURA Masaki
- 応用地質株式会社
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- NAKAGAKI Hidetaka
- 応用地質株式会社
Bibliographic Information
- Other Title
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- トンネル切羽判定手法による支保の選定結果と事前調査結果の対比
Abstract
Tunnel support patterns is decided by a geological condition which is estimated by geological survey and these support patterns are change based on the results of cutting face observation and tunnel monitoring at tunnel construction. The authors applied the new system of rock mass classifications which JH made to some tunnel and compared the rock mass classification proposed by this system with the results of electric prospecting, blasting powder volume, and so on. Consequently it is showned that this new system is also very useful in the stage of geological survey and reduces the differences between the designed and adopted support patterns.
Journal
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- PROCEEDINGS OF TUNNEL ENGINEERING, JSCE
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PROCEEDINGS OF TUNNEL ENGINEERING, JSCE 9 83-88, 1999
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205402617344
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- NII Article ID
- 130004387508
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- ISSN
- 18849091
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- Data Source
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- JaLC
- CiNii Articles
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- Abstract License Flag
- Disallowed