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。
The theoretical answers to the unit earth pressures and the resultant earth pressures on retaining wall were obtained for wall movement mode of rotation about top.
同时进行了被动土压力合力、作用点与库仑土压力及实测结果的分析比较。
The theoretical answers to the unit earth pressures and the resultant earth pressures on retaining wall were obtained for wall movement mode of rotation about top.
同时进行了被动土压力合力、作用点与库仑土压力及实测结果的分析比较。
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