基于强度衰减的Vajont滑坡运动特征非连续变形分析

强度衰减是滑坡高速远程运动的重要原因，为了探明滑体强度衰减对滑坡运动能力的影响，以意大利Vajont高速滑坡为例，结合现场调查以及滑坡历史资料，基于岩土体剪切强度衰减理论，利用非连续变形分析（DDA）方法，探讨滑带强度衰减、滑体强度衰减及其共同作用对Vajont滑坡独特运动堆积特征的影响. 研究结果表明:滑带和滑体强度衰减的共同作用造成了Vajont滑坡显著高速运动和独特堆积特征，滑带强度衰减对滑坡运动速度起主导作用，当滑带强度衰减为15.8° 时，监测块体最大速度为5 m/s，当滑带强度衰减为6.9° 时，监测块体的最大速度为19 m/s；滑体强度衰减则对其高速持时具有显著影响，进而大幅提高滑坡运动的远程能力，当滑体强度为40.0° 时，监测块体水平最大位移为140 m，当滑体强度衰减为14.0° 时，监测块体水平最大位移为260 m；数值模拟过程中滑坡呈现出“一体化”运动特征，此特征可用来解释在实际滑坡堆积体高速远程运动过程中保持良好层序的原因. 

Effects of Strength Degradation of Sliding Mass on Movement of Vajont Landslide Numerical Simulation Based on Discontinuous Deformation Analysis

The strength degradation is an important reason for the high-speed and long-distance movement of landslides. In order to explore the influence of landslide strength attenuation on landslide movement ability, taking a high-speed Vajont landslide in Italy as an example, combined with field investigation and landslide history data and based on the shear strength attenuation theory of rock and soil mass, the discontinuous deformation analysis (DDA) method is used to study the influence of sliding band strength attenuation, sliding mass strength attenuation, and their joint action on the unique movement accumulation characteristics of the Vajont landslide. The results show that the remarkable high-speed movement and unique accumulation characteristics of the Vajont landslide are the consequences of strength degradation in both the sliding band and the sliding mass. Among them, the strength attenuation of sliding band play a dominant role in the movement velocity of the landslide. When the strength of sliding band is 15.8° and 6.9°, the maximum velocity of the monitored block is 5 m/s and 19 m/s, respectively. Meanwhile, the strength degradation of sliding mass has a significant effect on its high-speed duration and greatly improves the long-distance ability of landslide movement. When the strength of sliding mass is 40.0° and 14.0°, the maximum horizontal displacement of the monitored block is 140m and 260m, respectively. The ‘en masse’ motion character in the sliding mode can explain well the good strata sequence in the slide deposit after the landslide is fully started.