摘要
根据软土基坑水泥土搅拌桩围护结构的定值验算方法,建立了围护结构整体稳定、抗倾覆、抗水平滑移的极限状态方程,用基于Latinhypercube抽样技术的MonteCarlo模拟方法分别对其进行了研究。
According to the fixed-value method of checking the cement soil pile supporting structure in soft soil pit, the limit state equations for whole structure stability, overturning, and level slippage were established.Monte-Carlo simulation method based on Latin hypercube sampling technique was used in reliability analysis.At last,the reliability probability for the foundation pit based on the three modes.
