共 30 条
- [1] Pinheiro M., Sanches S., Miranda T., Neves A., Tinoco J., Ferreira A., Correia A.G., A new empirical system for rock slope stability analysis in exploitation stage, Int. J. Rock Mech. Min. Sci., 76, pp. 182-191, (2015)
- [2] Naghadehi M.Z., Jimenez R., Khalokakaie R., Jalali S.E., A new open-pit mine slope instability index defined using the improved rock engineering systems approach, Int. J. Rock Mech. Min. Sci., 61, pp. 1-14, (2013)
- [3] Gioda G., Sakurai S., Back analysis procedures for the interpretation of field measurements in geomechanics, Int. J. Numer. Anal. Methods Geomech., 11, pp. 555-583, (1987)
- [4] Sun J., Huang W., An Optimization method for the elastoplastic inversion of parameters in rock mechanics, Chin. J. Rock Mech. Eng., 11, pp. 221-229, (1992)
- [5] Tang H.M., Yan E.C., Hu X.L., Principles and Applications of Numerical Modeling in Engineering Geology, China University of Geosciences Press: Wuhan China, (2002)
- [6] Levasseur S., Malecot Y., Boulon M., Flavigny E., Soil parameter identification using a genetic algorithm, Int. J. Numer. Anal. Methods Geomech., 32, pp. 189-213, (2008)
- [7] Kveldsvik V., Einstein H.H., Nilsen B., Blikra L.H., Numerical analysis of the 650, 000 m2 Åknes rock slope based on measured displacements and geotechnical data, Rock Mech. Rock Eng., 42, pp. 689-728, (2009)
- [8] Cai M., Morioka H., Kaiser P.K., Tasaka Y., Kurose H., Minami M., Maejima T., Back-analysis of rock mass strength parameters using AE monitoring data, Int. J. Rock Mech. Min. Sci., 44, pp. 538-549, (2007)
- [9] Li A.J., Merifield R.S., Lyamin A.V., Stability charts for rock slopes based on the Hoek–Brown failure criterion, Int. J. Rock Mech. Min. Sci., 45, pp. 689-700, (2007)
- [10] Zhang L.Q., Yue Z.Q., Yang Z.F., Qi J.X., Liu F.C., A displacement-based back-analysis method for rock mass modulus and horizontal in situ stress in tunneling-Illustrated with a case study, Tunn. Undergr. Space Technol., 21, pp. 636-649, (2006)