A Method to Determine GSI Value by Using P-Velocity and its Application in Engineering

Article Preview

Abstract:

Rock mass mechanical parameters play a significant role in geotechnical engineering design, slope stability evaluation and numerical simulation, which is commonly determined by GSI method. The simplified method using P-velocity to determine GSI (Geological Strength Index) values is proposed in this study, avoiding the limitations of Hoek-Brown method. The relationship between GSI and P-velocity is established through data collected from several projects in China. Then the dam site of Rumei hydropower station, Tibet, China has been taken as a case study to validate this relationship. This method can be utilized directly in engineering projects since it can meet with the engineering accuracy requirement and reduce the cost.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

250-255

Citation:

Online since:

July 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Barton, N., Choubey, V. The shear strength of rock joints in theory and practice. Rock Mech 10, 1-54(1977).

DOI: 10.1007/bf01261801

Google Scholar

[2] Bieniawski, Z.T. The geomechanics classification in rock engineering applications. International Society for Rock Mechanics(1979).

Google Scholar

[3] Cai, M., Kaiser, P.K. Determination of residual strength parameters of jointed rock masses using the GSI system. International Journal of Rock Mechanics and Mining Sciences 44(2), 247–265(2007).

DOI: 10.1016/j.ijrmms.2006.07.005

Google Scholar

[4] Gokceoglu, C., Sonmez, H., Kayabasi, A. Predicting the deformation moduli of rock masses. Int J Rock Mech Min 40(5), 703–12(2003).

DOI: 10.1016/s1365-1609(03)00062-5

Google Scholar

[5] Hoek, E., Brown, E.T. Practical estimates of rock mass strength. Rock Mechanics and Mining Sciences 34(8), 1165-1186(1997).

DOI: 10.1016/s1365-1609(97)80069-x

Google Scholar

[6] Hoek, E., Diederichs, M.S. Empirical estimation of rock mass modulus. International Journal of Rock Mechanics and Mining Sciences 43(2), 203–215(2006).

DOI: 10.1016/j.ijrmms.2005.06.005

Google Scholar

[7] Kawamoto, T., Ichikawa, Y. Deformation and fracturing behaviour of discontinuous rock mass and damage mechanics theory. International Journal for Numerical and Analytical Methods in Geomechanics 12, 1-30(1998).

DOI: 10.1002/nag.1610120102

Google Scholar

[8] Marinos, P., Hoek, E. A geologically friendly tool for rock mass strength estimation. In: Proceedings of the international conference on geotechnical and geological engineering (GeoEng2000), Melbourne, Australia, 1422–1440(2000).

Google Scholar

[9] Okay Aksoy, C., et al. A comparative study of the determination of rock mass deformation modulus by using different empirical approaches. Engineering Geology 131-132, 19–28(2012).

DOI: 10.1016/j.enggeo.2012.01.009

Google Scholar

[10] Palmstrom, A., Singh, R.. The deformation modulus of rock masses—comparisons between in-situ tests and indirect estimates. Tunneling Underground Space Technol 16, 115–31(2001).

DOI: 10.1016/s0886-7798(01)00038-4

Google Scholar

[11] Rocka, M., Dasilv, J.N. A new method for the determination of deformability in rock masses. International Society of Rock Mechanics, Proceedings 2-21, 423-437(1970).

Google Scholar

[12] Russo, G. A new rational method for calculating the GSI. Tunnelling and Underground Space Technology 24(1), 103-111(2009).

DOI: 10.1016/j.tust.2008.03.002

Google Scholar

[13] Serafim, J.L., Pereira, J.P. Considerations on the geomechanical classification of Bieniawski. Proceedings of the symposium on engineering geology and underground openings, 1133–1144(1983).

Google Scholar

[14] Sonmez, H., Ulusay, R. Modifications to the geological strength index (GSI) and their applicability to stability of slopes. Int J Rock Mech Min 36, 743–60(1999).

DOI: 10.1016/s0148-9062(99)00043-1

Google Scholar