The anchor rod retaining wall in filling area is different from the other anchor rod retaining walls using top-down method.
填方区锚杆挡墙与一般的挖方区挡墙不同，在实际工程设计与施工时不能将两种挡墙一概而论。
Based on the deformation mechanism of cement-soil retaining wall the effect of top beam of the wall is studied.
本文在分析水泥土挡墙变形机理基础上，对压顶的作用进行了研究，并探讨了压顶有效利用范围和优化措施。
On the basis of method "m", a model of calculating deformation of DMP retaining wall is presented with effect of beam at the top is considered. A calculating formula is proposed.
以m法为基础，建立了考虑桩顶冠梁效应的挡墙变形计算模型，给出了计算公式。
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