针对锚杆-土层间的剪应力-位移特点，深入分析了灌浆锚杆抗拔机理。
An analysis of anti-pulling mechanism was discussed on the base of the shear stress-displacement characteristics between grouted bolt-the soil layer.
在本文中，被动的，充分灌浆锚杆加固的一个综合模型的裂隙岩体的行为。
In this paper, a comprehensive model for the behaviour of jointed rock masses reinforced by passive, fully-grouted rock bolts is presented.
为改善边坡的安全状况，消除隐患，采用对墙体灌浆、喷锚、预应力锚索和格构梁等综合加固方法。
To change slope safety and eliminate hidden troubles, some comprehensive strengthening methods are adopted, that is wall grouting, spray anchor, prestressed anchor and grid beams etc.
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