The squeezing potential of rock around tunnels: Theory and prediction with examples taken from Japan

Rock Mechanics and Rock Engineering

Volumn 29, Issue 3, 1996, Pages 125-143

  Aydan, O ^a   Akagi, T ^b   Kawamoto, T ^c  

^a TOKAI UNIVERSITY   (Japan)

^b TOYOTA NATIONAL COLLEGE OF TECHNOLOGY   (Japan)

^c AICHI INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; FAILURE (MECHANICAL); ROCK MECHANICS; SAMPLING; STABILITY; STRESSES; TUNNELING (EXCAVATION); TUNNELS;

COMPETENCY FACTORS; JAPAN; SQUEEZING POTENTIAL; TIME DEPENDENT BEHAVIOR;

ROCKS;

EID: 0030182559     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF01032650     Document Type: Article

References (21)

1. Akagi, T., Ichikawa, Y., Kuroda. T., Kawamoto, T. (1984): A non-linear rheological analysis of deeply located tunnels. Int. J. Num. Anal. Meth. Geomech. 8, 107-120.
2. Aydan, Ö., Akagi, T., Ito, T., Kawamoto, T. (1992): Prediction of behaviour of tunnels in squeezing ground. J. Geotechn. Engng. JSCE, 448 (III-19), 73-82.
3. Aydan Ö., Akagi, T., Kawamoto, T. (1993a): Theoretical and numerical modelling of swelling phenomenon of rocks in tunnel excavations. In: Proc., 2nd Asian-Pacific Conference on Computational Mechanics, Sydney, 331-336.
4. Aydan Ö., Akagi, T., Kawamoto, T. (1993b): The squeezing potential of rocks around tunnels; Theory and prediction. Rock Mech. Rock Engng. 26(2), 137-163.
5. Aydan, Ö., Ito, T., Akagi, T., Kawamoto, T. (1994): Theoretical and numerical modelling of swelling phenomenon of rocks in rock excavations. In: Proc., Computer Methods and Advances in Geomechanics 3, Morgantown, 2215-2220.
6. Aydan, Ö., Ito, J., Ito, T., Akagi, T., Sato, J. (1995): Prediction of the deformation behaviour of a tunnel in squeezing rock with time-dependent characteristics. Numog V, Davos.
7. Bieniawski, Z. T. (1967): Mechanism of brittle fracture of rock, Parts 1, 2 and 3. Int. J. Rock Mech. Min. Sci. 4, 395-430.
8. Bieniawski, Z. T. (1970): Time dependent behaviour of fractured rock. Roch Mech. 7, 123-137.
9. Gioda, G. (1982): On the non-linear 'squeezing' effects around circular tunnels. Int. J. Numer. Anal. Methods Geomech. 6, 21-46.
10. Kitabayashi, S., Ide, S. (1982): NATM in fragile tuff (Tohoku Highway Hachinohe Line Orizume Tunnel). Tunnels and Underground 13(8), 7-16.
11. Ladanyi, B. (1974): Use of the long-term strength concept in the determination of ground pressure on tunnel linings 3rd Congr. Int. Soc. Rock Mech., Denver, Vol. 2B, 1150-1165.
12. Ladanyi, B. (1993): Tume-dependent response of rock around tunnels. Comprehensive rock eng. 2, Elsevier, Amsterdam, 77-112.
13. Lama, R. D., Vutukuri, V. S. (1978): Handbook on mechanical properties of rocks, Vol. III, Trans. Tech. Publ., Clausthal.
14. Muirwood, A. M. (1972): Tunnels for road and motorways. Q. J. Eng. Geol. 5, 119-120.
15. Nakano, R. (1979): Geotechnical properties of mudstone of neogene tertiary in Japan. Int. Symp. Sod Mechanics, Oaxaca, 1, 75-92.
16. Ohkubo, K., Ito, J., Aydan, Ö. (1995): The deformation of a tunnel in squeezing rocks with time-dependent characteristics, South East Asia Symp. on Tunnelling and Underground Space Development, SEASTUD, Bangkok.
17. Otsuka, M., Takano. A. (1980): Displacement due to tunnel excavation and geological characteristics in swelling mudstone (in Japanese). Tsuchi to Kiso, 28(7), 29-36.
18. Saari, K. (1982). Analysis of plastic deformation (squeezing) of layers intersecting tunnels and shafts in rock. Ph.D. Thesis, University of California, Berkeley, 183pp.
19. Shinjo, T., Komiya, Y. (1987): Time-dependent behaviour of anisotropic mudstone. 7th Domestic Rock Mechanics Symposium, 73-78.
20. Tanimoto, C. (1984): NATM-1 (in Japanese). Morikita Shuppan, 168-175.
21. Terzaghi, K. (1946): Rock tunnelling with steel supports, Commercial Shearing and Stamping Company, Youngstown, Ohio.