A Study of mechanical stability of support elements and surrounding rock mass during shaft sinking through a fault
断層部の立坑掘削に伴う支保および周辺岩盤の力学的安定性に関する研究
津坂 仁和*; 稲垣 大介*; 名合 牧人*; 井尻 裕二*
Tsusaka, Kimikazu*; Inagaki, Daisuke*; Nago, Makito*; Ijiri, Yuji*
This study describes the analysis performed on the West Access Shaft of the Horonobe Underground Research Laboratory, which was expected to intersect a fault at the depth of approximately 320 m. Field observation, and measurement data were used to determine analysis conditions including magnitude and orientation of in-situ stress, boundary conditions, and rock mass properties. The fault was modeled as having a dip angle of 40 degrees and apparent thickness of 5 m (equivalent to the height of the excavated rock wall). The shaft sinking procedure was simulated using three-dimensional excavation analysis. The excavation involved installing concrete lining at every 2 m span. The analysis considered two cases of maximum in situ principal stress orientation: (1) perpendicular to and (2) parallel to the fault plane orientation. The results of the analysis indicate that the maximum excavation-induced stress, developed in a single-span lining concrete, was in the direction perpendicular to the maximum in situ principal stress orientation, unaffected by the fault plane orientation. The influence of the fault plane orientation on the excavation-induced stress state was found to be significant above and below the fault rather than in the fault. Another observation was that the excavation-induced stress magnitude appeared to be greater when the maximum in situ principal stress orientation was parallel to the fault plane orientation.
使用言語 : English
掲載資料名 : Proceedings of 8th Asian Rock Mechanics Symposium (ARMS-8) (USB Flash Drive)
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ページ数 : 9 Pages
発行年月 : 2014/10
出版社名 :
発表会議名 : 8th Asian Rock Mechanics Symposium (ARMS-8)
開催年月 : 2014/10
開催都市 : Sapporo
開催国 : Japan
特許データ :
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論文URL :
キーワード : Shaft Sinking; Numerical Analysis; Fault; Concrete Lining Stress
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広報プレスリリース :
論文解説記事
(成果普及情報誌)
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受委託・共同研究相手機関 :
 
登録番号 : BB20141578
抄録集掲載番号 : 42001487
論文投稿番号 : 15115
Accesses  (From Jun. 2, 2014)
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