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 aim of this paper is to analyze composite soil nailing support with limited equilibrium method and to investigate the influence of retaining parameters on the stability of soil nailing structure.
本文研究目的在于采用极限平衡分析的方法对复合型土钉支护的稳定性进行理论分析，研究土钉支护参数对复合型土钉支护边坡稳定性的影响。
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