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水泥土挡墙的空间作用对挡土墙的变形和位移有着重要的影响,不能忽略。本文提出一种考虑挡墙空间作用的修正竖直弹性地基染有限元法。用于计算水泥土挡墙的变形和位移。算例表明,该法是有效而实用的。
The space effect of the cement-soil retaining wall has an important influence on the deformation and displacement of the retaining wall and cannot be ignored. In this paper, a modified vertical elastic foundation dyed finite element method considering the space effect of the retaining wall is proposed. Used to calculate the deformation and displacement of cement-cement retaining walls. Examples show that the law is effective and practical.