Authors: Yokota, Y; Yamamoto, T; Date, K; Mori, T


Cite As:
Yokota, Y, Yamamoto, T, Date, K & Mori, T 2013, 'Quality improvement of rockbolting', in Y Potvin & B Brady (eds), Proceedings of the Seventh International Symposium on Ground Support in Mining and Underground Construction, Australian Centre for Geomechanics, Perth, pp. 667-679.

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Abstract:
Recently, owing to advances in tunnel support and reinforcement techniques, NATM (New Austrian Tunnelling Method) has been increasingly used even for large section tunnels, squeezing tunnels and shallow tunnels in urban areas. Therefore, the authors have focused on improving the quality of rockbolting and have developed a technique for diagnosing the installation condition of rockbolts using ultrasonic waves, high-friction anchored rockbolts using checkered steel pipes and a simplified axial force measurement device using a light emitting converter (LEC). This paper presents the details of each development and actual applications of these new techniques to several sites. All results confirmed the effectiveness of these three techniques.

References:
Mori, T., Nakajima, M. and Tsutsui, T. (2007) Ultrasonic Technique for Rock Bolt and Rock Mass Bond Quality Control, in Proceedings International Conference on Ground anchorages and Anchored structures in service, November 2007, London, UK, ICE, London, pp. 231−237.
Yokota, Y., Date, K. and Yamamoto, T. (2011) Verification of reinforcing effects of a tunnel face reinforcement method by centrifuge model tests and numerical analysis, in Proceedings 12th ISRM International Congress on Rock Mechanics, 18−21 October, Beijing, China, pp. 2,173−2,176.




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