最后得出了与群锚效应相关的可供工程参考的相关结论。
Finally, conclusions about anchor group effect and anchor cable "s layout scheme were drawn and can be referenced by the intact rock slope engineering."
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。
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.
目前，中(下)承式拱桥吊杆越来越多的采用预应力钢绞线和预应力群锚锚固体系。
Today the more and more lifting equipment in middle or lower arch bridge are using pre-forced steel wring line and pre-forced anchor system.
介绍了后锚固群锚连接在拉剪复合受力情况下承载力计算的两种方法：弹性方法和塑性方法。
Two methods-elastic approach and plastic approach-for calculating the resistance capability of post-installed multiple-anchor connections under combinations of tension and shear loads are presented.
根据多种群锚方案试件的试验结果，研究了预应力群锚锚索锚固均质岩体模型的强度变形特征。
Pointed to the slope intact rock strengthened by the prestressed anchor cable group, laboratory model test was preceded.
通过对群锚作用下的作用机理、荷载传递进行分析，使用剪切位移—传递函数法进行荷载传递位移计算。
The paper analyzes mechanism of action and load transfer under group anchor, calculates load transfer-displacement by shearing displacement-transfer function method.
通过试验中不同间距群锚中的单锚对模型试件强度变形的不同影响，研究了模型试件中所体现出的群锚效应。
According to the different results of different space length of the anchor cable group model specimens, strength and deformation properties of the model were investigated.
论述了短锚杆群支护碎裂岩石中耙道的原理及实施效果。
Description is made on the principle and application result of the short group bolting of slushing roadways in loosened rock.
倾斜柱脚采用锚栓群固定连接，定位困难且要求高。
Furthermore, the inclined column bases are fixed by anchor bolts group with high requirements, so it is difficult to locate them.
倾斜柱脚采用锚栓群固定连接，定位困难且要求高。
Furthermore, the inclined column bases are fixed by anchor bolts group with high requirements, so it is difficult to locate them.
应用推荐