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。
As a new composite retaining structure, reinforced cement-soil retaining wall has many advantages in technology, economy and environment.
加筋水泥土挡墙作为一种新型的组合式支护结构，在技术、经济、环保等方面存在着诸多优点。
The condition of water pressure acting on the both sides of cement-soil retaining wall is researched by computing the seepage field around the wall.
通过计算水泥土挡土墙周围的渗流场，研究了墙侧水压力的变化规律。
According to the slide slope characteristic of the west of xiangtan university, we have taken the deep-lying reinforced cement-soil retaining wall to the slide slope.
结合湘潭大学西山边坡场地的实际特点，采用深埋式加筋水泥土重力挡土墙结构对其进行了综合治理。
Therefore, the working mechanism of reinforced cement-soil retaining wall was studied by experiment and finite element method in this paper, and a design method was summarized.
因此，本文通过室内外试验研究及有限元分析，从多个方面研究了加筋水泥土挡墙的工作机理，并结合现有的研究成果总结了一整套设计计算方法。
Then, the influence functions of water, prestressed anchor and cement-soil retaining wall and front small-piles in the compound soil nailing system were studied. The corresponding formulas were given.
研究了水、预应力锚杆（索）、水泥土搅拌桩以及超前微桩对复合土钉支护时土体稳定性的影响作用并给出了相应的计算公式。
Then, the influence functions of water, prestressed anchor and cement-soil retaining wall and front small-piles in the compound soil nailing system were studied. The corresponding formulas were given.
研究了水、预应力锚杆（索）、水泥土搅拌桩以及超前微桩对复合土钉支护时土体稳定性的影响作用并给出了相应的计算公式。
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