针对传统岩体质量分级RMR法(Rock Mass Rating)中存在的评价方式偏于保守或过于激进等问题,为使评价更客观科学,对RMR法各项指标进行了研究;对岩石强度指标、岩心质量RQD和节理间距指标评分进行了非线性拟合研究;对节理性状的指标进行...针对传统岩体质量分级RMR法(Rock Mass Rating)中存在的评价方式偏于保守或过于激进等问题,为使评价更客观科学,对RMR法各项指标进行了研究;对岩石强度指标、岩心质量RQD和节理间距指标评分进行了非线性拟合研究;对节理性状的指标进行了加权平均法研究;引入地下水修正系数,增加RMR法的适用范围;修正后的RMR法在山东某金矿进行了工程应用,结果表明:修正后的RMR法可以客观评价岩体质量等级;该矿山花岗岩和煌斑岩巷道的岩体质量等级分别为Ⅱ级和Ⅳ级;花岗岩岩性巷道支护方式为锚杆+锚网支护,煌斑岩岩性巷道支护方式为锚杆+喷射混凝土+锚网+锚索+钢拱架支护。展开更多
The present paper is devoted to the convergence control and accelerating the traditional Decomposition Methodof Adomian (ADM). By means of perturbing the initial or early terms of the Adomian iterates by adding aparam...The present paper is devoted to the convergence control and accelerating the traditional Decomposition Methodof Adomian (ADM). By means of perturbing the initial or early terms of the Adomian iterates by adding aparameterized term, containing an embedded parameter, new modified ADM is constructed. The optimal value ofthis parameter is later determined via squared residual minimizing the error. The failure of the classical ADM is alsoprevented by a suitable value of the embedded parameter, particularly beneficial for the Duan–Rach modification ofthe ADM incorporating all the boundaries into the formulation. With the presented squared residual error analysis,there is no need to check out the results against the numerical ones, as usually has to be done in the traditional ADMstudies to convince the readers that the results are indeed converged to the realistic solutions. Physical examplesselected from the recent application of ADM demonstrate the validity, accuracy and power of the presented novelapproach in this paper. Hence, the highly nonlinear equations arising from engineering applications can be safelytreated by the outlined method for which the classical ADM may fail or be slow to converge.展开更多
文摘针对传统岩体质量分级RMR法(Rock Mass Rating)中存在的评价方式偏于保守或过于激进等问题,为使评价更客观科学,对RMR法各项指标进行了研究;对岩石强度指标、岩心质量RQD和节理间距指标评分进行了非线性拟合研究;对节理性状的指标进行了加权平均法研究;引入地下水修正系数,增加RMR法的适用范围;修正后的RMR法在山东某金矿进行了工程应用,结果表明:修正后的RMR法可以客观评价岩体质量等级;该矿山花岗岩和煌斑岩巷道的岩体质量等级分别为Ⅱ级和Ⅳ级;花岗岩岩性巷道支护方式为锚杆+锚网支护,煌斑岩岩性巷道支护方式为锚杆+喷射混凝土+锚网+锚索+钢拱架支护。
文摘The present paper is devoted to the convergence control and accelerating the traditional Decomposition Methodof Adomian (ADM). By means of perturbing the initial or early terms of the Adomian iterates by adding aparameterized term, containing an embedded parameter, new modified ADM is constructed. The optimal value ofthis parameter is later determined via squared residual minimizing the error. The failure of the classical ADM is alsoprevented by a suitable value of the embedded parameter, particularly beneficial for the Duan–Rach modification ofthe ADM incorporating all the boundaries into the formulation. With the presented squared residual error analysis,there is no need to check out the results against the numerical ones, as usually has to be done in the traditional ADMstudies to convince the readers that the results are indeed converged to the realistic solutions. Physical examplesselected from the recent application of ADM demonstrate the validity, accuracy and power of the presented novelapproach in this paper. Hence, the highly nonlinear equations arising from engineering applications can be safelytreated by the outlined method for which the classical ADM may fail or be slow to converge.
