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7 使用的算法本研究全部应用萨尔玛(1979)和霍克(1987)提出的基本算法。 7.1 第ⅰ条块的重量和地下水压力(子程序GEWFB和子程序DWCOD) 条块ⅰ的几何形状如图10所定,X和Y坐标轴的方向如图10所示,X值是由坡脚向坡顶
7 Algorithms used All the basic algorithms proposed by Salma (1979) and Hawke (1987) are used in this study. 7.1 The weight of the ith block and the groundwater pressure (subroutine GEWFB and subroutine DWCOD) The geometry of the block i is as shown in Fig. 10, the X and Y axes are oriented as shown in Fig. 10, and the X value is calculated from the slope of the slope to the slope top