The calculation method for freedom length of the anchor bar is improved, and the calculation formulae of structural foundation embedded depth and stability limit equilibrium analyses were derived.
改进了锚杆自由段长度的计算方法，推导了结构的基础埋深和稳定性极限平衡分析的计算公式。
Abstract:The paper compares the cost performance of four practice of wall fastener by value engineering principle, such as embedded pipe, embedded steel bar, embedded steel plate and after the anchor.
摘要：采用价值工程原理，比较预埋钢管法、预埋钢筋法、预埋铁板法、后锚固法的连墙件性价比。
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