Estimation of Compressive Strength of Rocks Using Damping Pressure Pulsation of Hydraulic Rock Drill

Author:

TSUKAMOTO Koji1,KOIZUMI Masahiro2,SHINJI Masato3

Affiliation:

1. Okumura Corporation, Technical Research Institute

2. Furukawa Rock Drill Co., Ltd.

3. Yamaguchi University, Graduate School of Science and Technology for Innovation

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference17 articles.

1. 1) K. Aoki, T. Inaba, Y. Shiogama and Y. Tezuka, “Evaluation of geological conditions by drilling logging system”, Proceedings of the 8th Japan Symposium on Rock Mechanics, pp.67-72 (1990).

2. 2) H. Schunnesson, “Rock characterisation using percussive drilling”, International Journal of Rock Mechanics and Mining Sciences, Vol.35, No.6, pp.711-725 (1998).

3. 3) S. Minagawa, M. Arakawa, T. Itoh and S. Hashizume, “Prediction of geological condition of forward tunnel face with drilling energy and the behavior of tunnel excavated”, Proceedings of tunnel engineering, JSCE, Vol.8, pp.139-144 (1998).

4. 4) T. Hara, S. Kumagai, T. Kimura and T. Hirano, “Sequential application of several survey systems in tunneling for accurate ground classifications”, Proceedings of tunnel engineering, JSCE, Vol.12, pp.189-194 (2002).

5. 5) R. Hikima, K. Isjiyama, J. Tsukada and Y. Ishii, “The comparison of geological survey system using hydraulic drilling to face and core boring in soft sedimentary rock”, Proceedings of the 30th Symposium on Rock Mechanics, pp.238-242 (2000).

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