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。
Input and assign the parameters of soil nailing;
土钉参数的输入赋值；
Input and assign the parameters of soil nailing;
土钉参数的输入赋值；
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