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発表 STUDY USING MULTIPLE LINEAR REGRESSION ANALYSIS ON DUST CHARACTERISTICS AT THE TIME OF TUNNEL MACHINE DIGGING

作成年度 2009 年度
論文名 STUDY USING MULTIPLE LINEAR REGRESSION ANALYSIS ON DUST CHARACTERISTICS AT THE TIME OF TUNNEL MACHINE DIGGING
論文名(和訳)
論文副題
発表会 World Tunnnel Congress2009
誌名
巻・号・回
発表年月日 2009/05/01
所属研究室/機関名 著者名(英名)
施工技術チーム宇田川義夫
施工技術チーム小橋秀俊
抄録
In this study, the relation was analyzed between the amount of dust released at the time of machine digging and geological condition from the questionnaire. As a result, the following became clear.(1) As the result of the multiple linear regression analysis for the dust concentration at the time of machine digging by the Road Header, it was found that the unconfined compression strength was the most influenced factor.(2) With the fractured rock mass in a sedimentary rock, more dust was released from the rock mass of higher unconfined compression strength such as sandstone, slate and shale than those of lower unconfined compression strength such as mudstone.(3) From the viewpoint of the degree of mineral crystallization of a rock, more dust was released at the abyssal rocks with the crystalline structure such as granite, and gabbro than igneous rock with the amorphous substance such as rhyolite, andesite, and basalt.(4) The amount of dust comparatively decreases in the rock mass that exfoliates easily because schistosity develops even if rock quality such as crystalline rock is a hard metamorphic rock.(5) The dust increases with harder rock mass such as igneous rock (granite and gabbro), and sedimentary rock (sandstone, slate and shale), as part of the structure being massive. In other words, more dust is released from the massive rock mass that is prone to brittle fracture with the unconfined compression strength is more than 100MPa
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