入土深度对围护结构水平位移的影响

The influence of buried depth on the horizontal displacement of retaining structures

通过实际监测数据与有限元软件的模拟结果的对比分析,观察围护结构水平方向的规律。利用有限元软件模拟不同地下连续墙的入土深度对围护结构水平位移的影响。结果表明:地下连续墙的顶部水平位移,最大水平位移以及底部水平位移随着不同地下连续墙的入土深度形成的变化曲线均可用数学模型y=a/x+b来模拟。

he law of the retaining structure were observed through the actual monitoring data and the results of the finite element software simulation contrast analysis. The effect different capacity of the underground continuous wall of on the horizontal displacement of retaining structures was simulated by using finite element software. Top horizontal displacement of the underground continuous wall at the bottom of the maximum horizontal displacement and horizontal displacement with different embedded depth of underground continuous wall formation change curve are available mathematical model y = a/ x ＋ b to simulate.