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一.前言本程序是在学习南科所编写的岸坡稳定计算程序基础上修改成的。该程序后来发表于南科所编《水利水运科技情报》1974年第4期上。修改工作由南开大学数学系计算数学专业师生和我院共同于1975年进行的。根据工程实际情况要求修改的主要内容如下: 1、原来程序中坡顶均(亻再)强度只能为一种,现在改为可以变化,以适应码头设计中堆(亻西)的前小后大的情况。2、原来程序中对PD段(见附图)规定水平X向不能分区,现改为可分区,以适应码头设计中前后砂井区粘聚力C值
I. Foreword This procedure is revised on the basis of studying the stability calculation program of bank slope prepared by Nanke. The program was later published in the South Division compiled “Water Conservancy and Water Transport Information” in 1974 the fourth period. The revision work was carried out in 1975 jointly by teachers and students in mathematics maths from Nankai University and our college. According to the actual situation of the project requirements to modify the main contents are as follows: 1, the original program in the top of the hill are (亻 再) strength can only be one, now can be changed to adapt to the dock design pile (亻 西) Big situation. 2, the original program for the PD section (see photo) provides the level of X can not be partitioned, now can be partitioned to meet the pier design before and after sand cohesion C value