一般认为锚杆（索）抗滑桩在锚杆（索）拉力、滑坡推力、桩前滑体抗力的作用下绕锚固点（锚拉力作用点）保持力矩平衡，锚固点为一铰支点。
It is a balance system that the anti-slide pile is exerted by three kinds of force, they are the tensile force of anchor, the thrust of sliding mass, the resistance of soil and rock.
应用此方法，并与膨胀锚相配合，进行滑坡治理，可以增加坡面土体的抗滑能力。
Using this method in landslide correction, the sliding resistance of soil can be increased.
本文着重介绍了采用锚杆混凝土抗滑墩对滑体进行抗滑加固的设计。
This paper chiefly introduces the anti-slide and reinforcing design of slide body using anchor concrete anti-slide pier.
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