关于基坑土钉支护极限高度影响参数的分析研究
Influence factors for critical height of soil-nailing foundation pits
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摘要: 利用数值模拟和公式拟合的方法对基坑土钉支护极限高度的主要影响参数进行了研究,分析了各个主要影响参数与土钉支护极限高度之间的变化规律。研究结果表明:基坑土钉支护极限高度存在着若干重要影响参数,部分影响参数与土钉支护极限高度存在着一定的量化关系。并对影响土钉支护极限高度的参数进行了深入分析研究,得出极限高度与各个主要影响参数之间拟合公式,为确定基坑土钉支护极限高度的计算公式提供了一种新思路。Abstract: By using the numerical simulation and formula fitting methods, the influence factors for the critical height of soil-nailing foundation pits are studied. The similarities between the influence factors and the critical height are analyzed. The results indicate that the critical height of soil-nailing foundation pits has some important influence factors, and some influence factors have certain quantitative relations with the critical height. The influence factors for the critical height of soil-nailing foundation pits are studied and analyzed. Fitting formulae between the main influence factors and the critical height are obtained. A new idea for determining the formula for the critical height of soil-nailing foundation pits is provided.