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本文提出基坑围护的非线性空间设计计算理论和方法。工程实例的计算和分析表明,采用这种计算方法得出的结果符合实际情况,而计算时间又较短。
This paper presents the nonlinear space design calculation theory and method for foundation pit enclosure. The calculation and analysis of engineering examples show that the results obtained by using this calculation method are in line with the actual situation, and the calculation time is short.