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“6.1”芦山地震作用下宝兴新华村滑坡动力响应与失稳过程离散元模拟

周赞 罗永红 南凯 李均益 马潇

周赞, 罗永红, 南凯, 李均益, 马潇. “6.1”芦山地震作用下宝兴新华村滑坡动力响应与失稳过程离散元模拟[J]. 地质科技通报, 2024, 43(2): 226-237. doi: 10.19509/j.cnki.dzkq.tb20230157
引用本文: 周赞, 罗永红, 南凯, 李均益, 马潇. “6.1”芦山地震作用下宝兴新华村滑坡动力响应与失稳过程离散元模拟[J]. 地质科技通报, 2024, 43(2): 226-237. doi: 10.19509/j.cnki.dzkq.tb20230157
ZHOU Zan, LUO Yonghong, NAN Kai, LI Junyi, MA Xiao. Discrete element simulation of the dynamic response and instability process of the Xinhua Village landslide in Baoxing County under the '6.1' Lushan earthquake[J]. Bulletin of Geological Science and Technology, 2024, 43(2): 226-237. doi: 10.19509/j.cnki.dzkq.tb20230157
Citation: ZHOU Zan, LUO Yonghong, NAN Kai, LI Junyi, MA Xiao. Discrete element simulation of the dynamic response and instability process of the Xinhua Village landslide in Baoxing County under the "6.1" Lushan earthquake[J]. Bulletin of Geological Science and Technology, 2024, 43(2): 226-237. doi: 10.19509/j.cnki.dzkq.tb20230157

“6.1”芦山地震作用下宝兴新华村滑坡动力响应与失稳过程离散元模拟

doi: 10.19509/j.cnki.dzkq.tb20230157
基金项目: 

国家自然科学基金项目 42077257

地质灾害防治与地质环境保护国家重点实验室开放基金项目 SKLGP2019K024

详细信息
    作者简介:

    周赞, E-mail: 445103631@qq.com

    通讯作者:

    罗永红, E-mail: 445890689@qq.com

  • 中图分类号: P642.22

Discrete element simulation of the dynamic response and instability process of the Xinhua Village landslide in Baoxing County under the "6.1" Lushan earthquake

More Information
  • 摘要:

    斜坡浅表层是各类地震地质灾害发育的潜在破坏位置, 坡面形态和坡体结构往往造成斜坡动力响应及破坏的复杂化。为探究不稳定斜坡浅表潜在滑动层动力响应特征与失稳过程, 以芦山Ms6.1级地震触发的新华村滑坡为例, 基于现场调查采用离散元方法建立了二维计算模型, 分析了该斜坡潜在滑动层及坡面形态的动力响应特征并对其失稳过程进行了模拟。结果表明: ①斜坡浅表潜在滑动层具有强烈动力放大效应; ②微地貌对于潜在不稳定斜坡坡面的放大效应具有明显的影响, 浅表潜在滑动层水平向及竖直向加速度在凸出部位的放大效应显著, 凹陷部位相较于凸出部位放大效应较低; ③研究揭示新华村滑坡在微地貌的作用下凸起地形呈现先于凹陷地形遭受破坏, 其失稳过程分为震动放大局部震裂-凸出地形破坏-凹陷地形破坏-完全破坏整体下滑-重力堆积5个阶段。该研究结果有助于提升防灾人员对地震诱发潜在不稳定斜坡失稳的认识, 为防灾减灾提供理论和数据支撑。

     

  • 图 1  芦山Ms 6.1级地震影响区域平面图

    a.新华村滑坡2013年影像; b.新华村滑坡2015年影像; c.现场无人机影像图; d.滑坡滑床基岩出露; e.坡脚块碎石堆积滑体

    Figure 1.  Plan map of the area affected by the Lushan Ms 6.1 earthquake

    图 2  新华村滑坡现场调查照片

    Figure 2.  Photographs of site investigation of the Xinhua Village landslide

    图 3  新华村滑坡地质剖面图(a)及滑前地形图(b)

    Figure 3.  Geological section of the Xinhua Village landslide (a) and topographic map before sliding (b)

    图 4  新华村滑坡数值模拟模型及监测点分布图

    a.非均质体模型; b.均质体模型

    Figure 4.  Numerical simulation model of the Xinhua Village landslide and distribution of monitoring points

    图 5  新华村滑坡离散元计算模型

    Figure 5.  Discrete element model of the Xinhua Village landslide

    图 6  广元石井监测台站加速度时程(a)及加速度频谱图(b)

    Figure 6.  Ground acceleration records of Shijing station in Guangyuan (a) and the corresponding horizontal amplitude spectra (b)

    图 7  模型最大不平衡力及边界加速度时间变化曲线

    Figure 7.  Variation curve of the maximum unbalanced force and acceleration records of the model boundary

    图 8  坡体内部纵向监测点PGA放大系数图

    Figure 8.  PGA amplification factors of longitudinal monitoring points inside the slope

    图 9  均质及非均质模型加速度时程对比图

    Figure 9.  Comparison of acceleration time courses for homogeneous and heterogeneous models(Point C)

    图 10  均质(a)及非均质(b)模型坡面监测点PGA放大系数图

    Figure 10.  PGA amplification factors at monitoring points in the homogeneous (a) and heterogeneous (b) models

    图 11  非均质模型凸出(a)、凹陷(b)位置加速度时程对比图

    Figure 11.  Comparison of acceleration timescales at protruding (a) and recessed (b) locations for heterogeneous model

    图 12  坡面监测点A~G位移时程曲线

    Figure 12.  Displacement time history curves of the slope monitoring points A-G

    图 13  模型计算不同时间点位移矢量图

    Figure 13.  Displacement vector diagrams of landslide elements at different running times of the numerical model

    表  1  斜坡岩土体物理力学参数

    Table  1.   Physical-mechanical parameters of slope geotechnics

    岩性 密度/(kg·m-3) 体积模量/GPa 剪切模量/GPa 黏聚力/MPa 内摩擦角/(°)
    微新砂岩 2 650 21.50 12.2 5.0 45
    强风化砂岩 2 300 9.67 6.1 0.5 35
    下载: 导出CSV

    表  2  结构面力学参数

    Table  2.   Mechanical parameters of the structural planes

    结构面 法向刚度/GPa 剪切刚度/GPa 黏聚力/MPa 摩擦角/(°) 抗拉强度/MPa
    层面 2.1 1.40 2.0 35 0.60
    潜在滑动面 1.2 0.65 0.2 21 0.01
    下载: 导出CSV
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  • 收稿日期:  2023-03-23
  • 修回日期:  2023-05-09

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