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。
Include choice of scheme, support system design of soil-nailing wall and anchor-pile composite supporting structure, excavate and monitor measurement in excavation engineering.
主要包括方案的选择，土钉墙与桩锚结合支护结构的支护体系设计，基坑开挖及监控测量。
Harbin mobile communications hub to groundsill pit support works as an example, based on the groundsill pit dynamic calculation methods, we design the project excavation of soil nailing structure.
以哈尔滨移动通信枢纽基坑支护工程为实例，用本文提出的土方开挖动态计算方法，设计了该工程基坑土钉支护结构。
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