anchor group effect 群锚效应
prestressed anchor cable group 预应力群锚
group anchor 群锚
group anchor effect 群锚效应
second group anchor effect 群锚第二效应
Based on research achievements of anchorage behavior under shear, experimental study of four chemical anchor group with different spacing and different edge distance are carried out and the behavior of shear capacity and failure mode are explored in this paper.
本文在分析比较国内外锚栓受剪计算方法和影响因素等研究成果的基础上，从不同边距不同间距的后锚固抗剪试件入手，研究了后锚固抗剪的承载力、破坏模式等性能。
参考来源 - 混凝土结构后锚固群锚抗剪试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Finally, conclusions about anchor group effect and anchor cable "s layout scheme were drawn and can be referenced by the intact rock slope engineering."
最后得出了与群锚效应相关的可供工程参考的相关结论。
Sash Girder structures placed on slope face can induce self bearing capacity of soil, share partial load carried by anchor group and improve slope stability.
坡面施加格子梁结构可调动坡面更大范围岩土体发挥自承能力，分担锚索承担的部分荷载，改善边坡的稳定性。
An experimental study was carried out on shear bearing capacity of post-installed anchor group in concrete structure with different anchor edge distance and anchor space length.
目的研究锚栓边距和间距的变化对混凝土结构后锚固群锚抗剪性能的影响。
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