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利用条分法的计算原理 ,并考虑支护和支撑的作用 ,通过搜索潜在滑动面及圆心位置 ,编制了适用于基坑稳定的分析程序 ,而且对计算结果作了分析
Using the calculation principle of the slicing method and considering the role of support and support, an analytical procedure suitable for the stability of foundation pits was developed by searching for potential slip surfaces and the center of the circle, and the calculation results were analyzed.