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.

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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.

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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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