楔体(Wedge)是一种特殊的拟柱体，是下底面是梯形或平行四边形，上底面是与下底面的平行边平行的线段的拟柱体。
沿滑动面产生滑动的塑性楔体。
随机楔体的破坏是岩石开挖边坡中常见的破坏类型之一。
Random wedge failure is one of the common failure types of rock slope excavation.
用该算法对圆弧和楔体破坏边坡安全系数模型中的参数进行了搜索。
The parameters in the safety factor models for circular and failure slopes were searched by using the proposed algorithm.
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