Abstract
The measurement of surface stresses in surrounding rocks with the use of a relief method of annular hole-drilling was studied by numerical analysis. The stress relief process by hole-drilling was then simulated with the use of finite element method. The influences of the borehole diameter (d), the initial stresses and the ratio of the initial principle stresses on the variations of the remained stress and the released stress in function of the relief depth (h) were discussed. The relation between the non-dimensional ratio of the released principle strains and that of the initial principle stresses, and the effect of the elastic modulus and the Poisson ratio of the rock mass on the stress relief curves were studied. The results show that the stress relief behavior formulated with the non-dimensional ratio of the released stress and the ratio of h/d is only sensitive to the ratio of the initial principle stresses and the Poisson ratio. The stresses are completely released when h equals 1.6d, and the tensile stresses take place on the bore core surface in the relief measurement process. Finally, a non-complete relief method of annular hole-drilling for measuring surface stress in surrounding rocks is proposed and the procedure is presented.
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Foundation item: Projects(2013BAB02B01, 2013BAB02B03) supported by the National Key Technology R&D Program of China; Project(N120801002) supported by the Fundamental Research Funds for the Central Universities of China; Project(N20130042110010) supported by the Specialized Research Fund for the Doctoral Program of Higher Education, China
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Zhang, Fp., Qiu, Zg. & Feng, Xt. Non-complete relief method for measuring surface stresses in surrounding rocks. J. Cent. South Univ. 21, 3665–3673 (2014). https://doi.org/10.1007/s11771-014-2349-x
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DOI: https://doi.org/10.1007/s11771-014-2349-x