Effect of tunnel depth on modulus of deformation of rock mass

Rock Mechanics and Rock Engineering

Volumn 30, Issue 3, 1997, Pages 121-127

  Verman, M ^a   Singh, B ^b   Viladkar, M N ^b   Jethwa, J L ^c  

^a Naimex House   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^c Ctrl Mining Res Inst Regl Centre   (India)

Author keywords

[No Author keywords available]

Indexed keywords

CORRELATION METHODS; DEFORMATION; ELASTIC MODULI; PARAMETER ESTIMATION; TUNNELS;

DEFORMATION MODULUS; ROCK MASS DEFORMABILITY; TUNNEL DEPTH;

ROCK MECHANICS;

EID: 0031186001     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF01047388     Document Type: Article

References (7)

1. Bieniawski, Z. T. (1973): Engineering classification of jointed rock masses. Trans. S. Afr. Inst. Civ. Eng. 15(12), 335-344.
2. Brown, E. T., Bray, J. W., Santarelli, F. J. (1989): Influence of stress-dependent elastic moduli on stress and strains around axisymmetric boreholes. Rock Mech. Rock Engng. 22, 189-203.
3. Duncan Fama, M. E., Brown, E. T. (1989): Influence of stress dependent elastic moduli on plane strain solution for boreholes. In: Proc., Int. Symposium on Rock at Great Depth, Vol. 2, Pau, France, 819-826.
4. Kulhawy, F. H. (1975): Stress deformation properties of rock and rock discontinuities. Engng. Geol. 9, 327-350.
5. Mehrotra, V. K. (1992): Estimation of engineering parameters of rock mass. Ph.D. Thesis Department of Civil Engineering, University of Roorkee, India.
6. Referee (1995): Personal communication, University of Roorkee, India.
7. Santarelli, F. J., Brown, E. T. (1987): Performance of deep wellbores in rock with a confining pressure-dependent elastic modulus. In: Proc., 6th Congress Int. Society for Rock Mechanics, Vol. 2, Montreal, 1217-1222.