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运用断裂力学和弹性力学的原理和方法，提出并分析了逆向层状岩体斜坡锁固段突然剪断时出现的“临床弹冲－峰残强降”复合加速动力学效应，推导出二维应力状态下高速岩质滑坡启程速度计算公式。这从理论上定量地论证了具有实际意义的滑坡动力学新机理。
Based on the principles and methods of fracture mechanics and elastic mechanics, the compound accelerating kinetic effect of “clinical impact-peak-residual-strength drop” appeared when the shear strata of reverse stratified rock mass was suddenly sheared was proposed and analyzed. The two-dimensional stress Calculation formula of departure speed of high speed rocky landslide under state. This theoretically quantitatively demonstrates a new mechanism of landslide dynamics with practical significance.