郑光, 许强, 巨袁臻, 李为乐, 周小棚, 彭双麒. 2018: 2017年8月28日贵州纳雍县张家湾镇普洒村崩塌特征与成因机理研究. 工程地质学报, 26(1): 223-240. DOI: 10.13544/j.cnki.jeg.2018.01.023
    引用本文: 郑光, 许强, 巨袁臻, 李为乐, 周小棚, 彭双麒. 2018: 2017年8月28日贵州纳雍县张家湾镇普洒村崩塌特征与成因机理研究. 工程地质学报, 26(1): 223-240. DOI: 10.13544/j.cnki.jeg.2018.01.023
    ZHENG Guang, XU Qiang, JU Yuanzhen, LI Weile, ZHOU Xiaopeng, PENG Shuangqi. 2018: THE PUSACUN ROCKAVALANCHE ON AUGUST 28, 2017 IN ZHANGJIA-WAN NAYONGXIAN, GUIZHOU: CHARACTERISTICS AND FAILURE MECHANISM. JOURNAL OF ENGINEERING GEOLOGY, 26(1): 223-240. DOI: 10.13544/j.cnki.jeg.2018.01.023
    Citation: ZHENG Guang, XU Qiang, JU Yuanzhen, LI Weile, ZHOU Xiaopeng, PENG Shuangqi. 2018: THE PUSACUN ROCKAVALANCHE ON AUGUST 28, 2017 IN ZHANGJIA-WAN NAYONGXIAN, GUIZHOU: CHARACTERISTICS AND FAILURE MECHANISM. JOURNAL OF ENGINEERING GEOLOGY, 26(1): 223-240. DOI: 10.13544/j.cnki.jeg.2018.01.023

    2017年8月28日贵州纳雍县张家湾镇普洒村崩塌特征与成因机理研究

    THE PUSACUN ROCKAVALANCHE ON AUGUST 28, 2017 IN ZHANGJIA-WAN NAYONGXIAN, GUIZHOU: CHARACTERISTICS AND FAILURE MECHANISM

    • 摘要: 2017年8月28日10时30分许,贵州省纳雍县张家湾镇普洒村后山约49.1×104 m3的山体发生高位崩塌,高速运动的碎屑物质沿途铲刮坡面原有松散崩滑堆积物,最终形成体积约为82.3×104 m3的堆积体,摧毁坡脚的普洒村大树脚组和桥边组居民区,造成26人遇难,9人失踪。通过对灾害发生现场进行详细的地质调查,本文综合运用无人机航拍、地面合成孔径雷达监测等技术手段,对普洒村崩塌体特征进行了详细描述,初步阐述了崩塌发生的动力学过程和成因机理,并对周边受崩塌体失稳影响而产生的欠稳定区岩体特征的危险性进行了分析评价。初步研究结果认为,崩塌源区岩体在下部巷道采煤的影响下产生拉张裂缝,之后在长期重力作用下,山体开始变形、破碎,最终整体失稳破坏。崩塌体从小规模掉块开始到整体失稳破坏、远程运动,直至最终停积,整个过程用时约7分21秒,其中主崩塌体失稳用时约26 s,远程运动距离约788 m,是一处典型的高位崩塌-碎屑流。深入研究普洒村崩塌的形成过程和成灾机理,对我国西南山区存在的与普洒村崩塌体类似条件的灾害隐患点的减灾防灾工作,具有重要的指导意义。

       

      Abstract: A large scale of mountain rock avalanche occurred in Pusa village, Zhangjiawan town, Nayong county, Guizhou Province at about 10:30 on August 28, 2017. The rock mass with the volume of 49.1×104 m3 moved down and scraped the original loose deposits and finally formed deposits of 82.3×104 m3, which destroyed parts of Pusa village, resulted in the death of 26 persons and missing of 9 persons. Based on site investigation, unmanned aerial vehicle(UAV)photography and ground based synthetic aperture radar(GBSAR)monitoring and other technologies, this paper provides a detailed description on the characteristics and a comprehensive analysis on the dynamic process and failure mechanism of the rock avalanche. The preliminary study suggested that the rock masses of the source area were shattered due to the underground mining activities. The shattered rock masses suffered long-term effects of gravity, which eventually resulted the failure of the rock masses. The movement of the rock avalanche lasted for 7 minutes and 21 seconds in which the main rock masses failure lasted for only 26 seconds with the long runout of 788 m and the maximum speed of 43.83 m·s-1, belonging to typical high speed and long runout rock avalanche. There will be a big attribution if such case can be studied further. It can provide the significant experience on dealing with this kind of rock masses failure and how to provide advice on early warning and remediation project on similar cases in southwestern mountain areas of China.

       

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