Abstract
A multivariable regression analysis of the in-situ stress field, which considers the non-linear deformation behavior of faults in practical projects, is presented based on a newly developed three-dimensional displacement discontinuity method (DDM) program. The Barton-Bandis model and the Kulhaway model are adopted as the normal and the tangential deformation model of faults, respectively, where the Mohr-Coulomb failure criterion is satisfied. In practical projects, the values of the mechanical parameters of rock and faults are restricted in a bounded range for in-situ test, and the optimal mechanical parameters are obtained from this range by a loop. Comparing with the traditional finite element method (FEM), the DDM regression results are more accurate.
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Y.X. Zhang, M.F. Cai, and K.Z Wang, Algorithm of in situ stress field and its application, J. Univ. Sci. Technol. Beijing (in Chinese), 27(2005), No.5, p.520.
X.L. Yue, Y. Li, and H.P Wang, Inversion of initial in-situ stress field by the method of multivariate analysis and engineering application, Appl. Mech. Mater., 44–47(2011), p.1203.
Y. Liang, D.P. Zhou, T. Yang, and G. Zhao. Application of in situ stress regression method in rock slope stability analysis, [in] Proceedings of the 2nd International Conference GEDMAR08, Springer, Berlin, 2008, p.540.
M. Cai, L. Qiao, C. Li, B. Yu, and S. Wang, Results of in situ stress measurements and their application to mining design at five Chinese metal mines, Int. J. Rock. Mech. Min. Sci., 37(2000), No.3, p.509.
S.L. Crouch, Solution of plane elasticity problems by the displacement discontinuity method, Int. J. Numer. Methods Eng., 10(1976), No.2, p.301.
X.C. Huang and H.X. Lu, Numerical analysis and estimation on the initial rock stress around complex faults, Chin. J. Geotech. Eng., 22(2000), No.3, p.327.
F. Wang, X.C. Huang, and J.H. Deng, Numerical analysis of crack under compression by 3D displacement discontinuity method, J. Shanghai Jiaotong Univ. Sci., 15(2010), No.3, p.297.
S.C. Bandis, A.C. Lumsden, and N.R. Barton, Fundamentals of rock joint deformation, Int. J. Rock. Mech. Min. Sci. Geomech. Abstr., 20(1983), No.6, p.249.
N.R. Barton, S.C. Bandis, and K. Bakhtar, Strength, deformation and conductivity coupling of rock joints, Int. J. Rock. Mech. Min. Sci. Geomech. Abstr., 22(1985), No.3, p.121.
F.H. Kulhaway, Stress deformation properties of rock and rock discontinuities, Eng. Geol., 9(1975), No.4, p.327.
S.L. Crouch and A.M. Starfield, Boundary Element Method in Solid Mechanics, George Allen & Unwin, London, 1983, p.32.
W.Y. Zhou, H.T. Xiao, and J.S. Wu, Three-dimensional discontinuous displacement method and the strongly singular and hypersingular integrals, Acta Mech. Sin., 34(2002), No.4, p.645.
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This work was financially supported by the Western Transport Technical Project of the Ministry of Transport, China (No. 2009318000046)
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Li, K., Wang, Yy. & Huang, Xc. DDM regression analysis of the in-situ stress field in a non-linear fault zone. Int J Miner Metall Mater 19, 567–573 (2012). https://doi.org/10.1007/s12613-012-0597-z
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DOI: https://doi.org/10.1007/s12613-012-0597-z