地学前缘 ›› 2016, Vol. 23 ›› Issue (2): 251-259.DOI: 10.13745/j.esf.2016.02.023

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大型厚层崩滑体运动特征模拟研究:以重庆武隆县羊角场镇大巷危岩为例

王磊,李滨,高杨,朱赛楠   

  1. 1. 中国地质科学院 地质力学研究所, 北京 100081
    2. 国土资源部新构造运动与地质灾害重点实验室, 北京 100081
    3. 长安大学 地质工程与测绘学院, 陕西 西安 710054
  • 收稿日期:2014-11-05 修回日期:2015-01-26 出版日期:2016-03-15 发布日期:2016-03-15
  • 作者简介:王磊(1988—),男,博士研究生,地质工程专业,主要从事地质灾害机理及风险评估方向的研究。E-mail:wangallen88@126.com
  • 基金资助:

    中国地质调查局项目(1212011220140,121201140079101)

Runout prediction of large thickbedded unstable rock: A case study of Daxiang unstable rock in Yangjiao town, Wulong county, Chongqing.

  • Received:2014-11-05 Revised:2015-01-26 Online:2016-03-15 Published:2016-03-15

摘要:

高速远程滑坡碎屑流是大型危岩体失稳破坏的主要成灾模式之一,它具有启动速度快、运动距离远、覆盖范围广的特点,具有极强破坏性,预测分析大型危岩体的运动特征具有重要的研究意义。文中选取重庆武隆县羊角场镇大巷危岩为研究对象,通过调查危岩体所处的地质地貌条件和危岩体发育特征,分析总结其潜在失稳模式和失稳后运动过程,利用DAN3D动力分析软件,参考鸡尾山滑坡反演分析的流变模型和参数,对危岩失稳后形成滑坡碎屑流的运动学特征进行预测分析。模拟结果表明:(1)大巷危岩失稳后运动过程可分为启动、偏转抛出、碰撞铲刮和远程堆积4个阶段,运动时间约为220 s,形成滑坡碎屑流的滑程为2 500 m;(2)大巷危岩滑体方量530×104 m3,滑后堆积体方量790×104 m3,堆积体水平长约1 680 m,平均厚度约为6 m,铲刮最大厚度为8 m,碎屑流运动过程中最大速度为60 m/s;(3)碎屑流可穿过羊角场镇城区抵达乌江,说明羊角场镇城区在大巷危岩的危害范围内;(4)文中的模拟计算结果可为高速远程滑坡碎屑流的危险性定量评价研究提供依据。

关键词: 羊角场镇, 岩质滑坡碎屑流, DAN3D, 流变模型, 运动特征分析

Abstract:

Highspeed long runout landslidedebris flow is one of the most destructive failure modes of large unstable rock,which can be fast launching, run long distance and cover large area, so the runout prediction research of large unstable rock has great practical significance. Taking the Daxiang unstable rock as a study case, this project aimed at predicting the dynamic characteristics of long runout landslidedebris flow. Based on geological and geomorphological survey,the development characteristics and failure pattern of Daxiang unstable rock were analyzed. The DAN3D code and the rheological parameters calibrated through the inversion analysis of Jiweishan landslide were used for the analysis of the Daxiang unstable slope. The simulation results show that (1) the movement process of rockslidedebris avalanche could be divided into four stages as launching, deflection and throwing, crash and erosion, and long range accumulation. The whole process took 220 s, and travel distance was 2500 m; (2) the volume of the sliding mass was 530×104 m3, the total volume of the accumulation was 790×104 m3, the length of the accumulation was 1680 m and average depth was 6 m, the maximum erosion depth along the path was 8 m, and the maximum velocity was 60 m/s; (3) the debris could go though Yangjiao Town and reach the Wujiang River, which implies that the Yangjiao Town is in the danger zone; and (4) the simulated prediction could be used as a reference for landslide hazard quantitative assessment.

Key words: Yangjiao Town, rockslidedebris avalanche, DAN3D, rheology model, runout analysis

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