The two calculating methods obtain the same result.
两种方法得到的计算结果相同。
The difference of two calculating methods for stiffness of bracing structure are compared.
分析了目前常见的两种计算基坑支撑刚度方法的差异、优缺点和适用范围。
The two calculating methods are compared and impact factors on the critical Angle of second failure surface are analyzed by case studies.
通过算例对两种算法进行对比并分析第二破裂面临界角影响因素。
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