Tubular anchor soil nailing wall and the traditional soil nailing in the construction process on the most important difference is that the former had to construct tubular anchor.
锚管式土钉墙与传统土钉墙在施工流程上最主要的不同点在于前者有打管的过程。
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。
Based on an object in Beijing, the bracing mechanism, design and the application of soil-nail wall bracing system with ground anchor are introduced.
密切结合北京市某基坑支护工程实际，着重介绍了地面锚拉式土钉墙支护结构的加固机理、设计计算及应用情况等。
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。
Tubular anchor soil nailing wall has high formation adaptability, short construction period, significant economic benefits and broad promoting and use prospects.
锚管式土钉墙地层适应性强，工期短，经济效益明显，推广利用前景广阔。
With the effect of the foundation pit wall earth pressure and other kinds of loads, the soil-nailing and pile-anchor, as a whole, supports the loads and deformation.
在基坑边壁土压力及其它各种荷载作用下，土钉与桩锚作为一个整体共同抵抗荷载和变形。
Using the anchor bolt retaining wall is the technology of the formation of a soil retaining structures.
锚杆挡土墙是利用锚杆技术形成的一种挡土结构物。
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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