为了使地基尺寸最小化，垂直土锚被安置进地基脚。
To minimize the size of the foundations, vertical soil anchors were incorporated in the footings.
本文介绍采用岩石锚杆加固岩石垂直壁，形成岩石锚喷直壁承载体系的原理。
Drinciple is presented in this paper to construct a vertical rock surface bearing system reinforced by shotcrete technique.
倾斜锚杆加固的节理抗剪强度比垂直锚杆大，提高锚固面积比能显著提高节理抗剪强度。
The shear resistance of bolted joint can be obviously improved by higher ratio of bolt section to bolted joint area and inclined bolt.
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