Chen Zhaoyuan, Cui Jinghao. Application of soil nailing support in foundation pit engineering (the 2nd edition). Beijing: China Architecture and Building Press, 2000.
陈肇元，崔京浩。土钉支护在基坑工程中的应用（第二版）
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。
Based on the analysis and conclusion on support characteristics of tubular anchor soil nailing wall, some Suggestions for the design and construction for reference were put forward.
本文在分析和总结锚管式土钉墙的支护特点后对其在设计和施工方面提出了几点建议，供设计和施工人员参考。
Soil nailing is the most economic way for support of foundation excavation, and it is widely applied to all kinds of foundation excavation.
土钉支护是最经济的基坑支护方式之一，广泛地应用于各类基坑支挡结构中。
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。
The whole procedure of a foundation pits excavation and its soil-nailing support is simulated with the FEM software ANSYS.
通过有限元数值分析软件ANSYS对深基坑开挖与土钉支护的全过程进行了模拟。
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。
In accordance with soil nailing for deep excavation support, the 3-dimensional nonlinear FEM analysis and calculation was used to simulate the process of construction.
针对深基坑土钉墙支护，采用三维非线性有限元分析方法，模拟研究了深基坑的开挖与支护过程。
The combined support structure of soil-nailing and pile-anchor consists of the soil-nailing retaining and the pile-anchor retaining.
土钉与桩锚联合支护结构是由土钉支护与桩锚支护共同构成。
The combined support structure of soil-nailing and pile-anchor consists of the soil-nailing retaining and the pile-anchor retaining.
土钉与桩锚联合支护结构是由土钉支护与桩锚支护共同构成。
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