胡凯, 赵晓彦, 岳宗玉, 张京伍. 2016: 高速滑坡锁固段剪切破坏震动效应分析. 工程地质学报, 24(s1): 258-266. DOI: 10.13544/j.cnki.jeg.2016.s1.040
    引用本文: 胡凯, 赵晓彦, 岳宗玉, 张京伍. 2016: 高速滑坡锁固段剪切破坏震动效应分析. 工程地质学报, 24(s1): 258-266. DOI: 10.13544/j.cnki.jeg.2016.s1.040
    HU Kai, ZHAO Xiaoyan, YUE Zongyu, ZHANG Jingwu. 2016: ANALYSIS OF VIBRATION EFFECT OF SHEAR FAILURE IN HIGH SPEED LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 258-266. DOI: 10.13544/j.cnki.jeg.2016.s1.040
    Citation: HU Kai, ZHAO Xiaoyan, YUE Zongyu, ZHANG Jingwu. 2016: ANALYSIS OF VIBRATION EFFECT OF SHEAR FAILURE IN HIGH SPEED LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 258-266. DOI: 10.13544/j.cnki.jeg.2016.s1.040

    高速滑坡锁固段剪切破坏震动效应分析

    ANALYSIS OF VIBRATION EFFECT OF SHEAR FAILURE IN HIGH SPEED LANDSLIDE

    • 摘要: 针对高速滑坡具有启程剧动的特点,本文认为滑坡高速启动是由于锁固段突然发生脆性断裂产生震动,使滑体获得加速度,在与自身重力的耦合作用下,滑坡骤然启动。以云南头寨大型高速滑坡为例,根据现场调查结果,运用断裂力学理论,对锁固段从剪断到震动加速的过程进行理论分析,计算出了锁固段在剪切破坏过程中所释放的应变能,换算成相应的震级后与头寨滑坡所诱发地震的震级相吻合,并得出滑坡启动速度为46.1ms-1。在此基础上,利用PFC2D软件对锁固段颗粒流进行数值模拟,模拟结果表明,随着锁固段颗粒刚度增大,在受到剪应力作用时颗粒内积聚应变能也越大,从而导致滑体获得较大的启动速度。

       

      Abstract: Aiming at the character that the sliding mass acquire a high velocity in the set out-range, it shows that the landslide starting at a high speed is due to the sudden cut of the locking section to produce vibration, so that the sliding body accelerated, under the coupling effect and the force of its own gravity, landslide suddenly set-off. Taking Yunnan touzhai large-scale high-speed landslide as example, according to the field survey results, using fracture mechanics theory to analysis the process of vibration locking section from cut to accelerate. Calculating the strain energy released during the process of shear failure, the magnitude of the earthquake induced by the corresponding magnitude is consistent with the magnitude of the induced earthquake. And it is concluded that the start speed of the landslide is 46.1ms-1.On the basis of this, the PFC2D software is used to simulate the flow of the solid particles. The results show that with the lock solid particle stiffness increases, the particle accumulation of strain energy under the shear stress is larger, which leads to the sliding body to get a larger starting speed.

       

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