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以含有软弱结构面的顺层岩质边坡为例,基于非连续介质的离散元法DEM分析了锚固岩质边坡在地震荷载作用下的动力响应,并研究了加固边坡的动力响应及其破坏过程,研究表明,顺层块状岩质边坡在地震过程中的位移方向主要为水平方向,沿结构面方向的滑动很小。
Taking the bedding rock slope with weak structural plane as an example, the dynamic response of the anchored rock slope subjected to earthquake load is analyzed based on the discrete element method (DEM) of discontinuous medium and the dynamic response of the reinforced slope is studied. The research shows that the displacement direction of the massive rock slope in the bedding layer is mainly in the horizontal direction and the sliding along the structural plane is small.