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基于综合物探方法的公路不稳定边坡潜在滑面探测

赵虎, 张泉, 谭建秋, 钟邱平. 基于综合物探方法的公路不稳定边坡潜在滑面探测[J]. 中国地质灾害与防治学报, 2022, 33(1): 117-122. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-14
引用本文: 赵虎, 张泉, 谭建秋, 钟邱平. 基于综合物探方法的公路不稳定边坡潜在滑面探测[J]. 中国地质灾害与防治学报, 2022, 33(1): 117-122. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-14
ZHAO Hu, ZHANG Quan, TAN Jianqiu, ZHONG Qiuping. Detection of the potential failure zones of the unstable slopes along highway using comprehensive geophysical methods[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 117-122. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-14
Citation: ZHAO Hu, ZHANG Quan, TAN Jianqiu, ZHONG Qiuping. Detection of the potential failure zones of the unstable slopes along highway using comprehensive geophysical methods[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(1): 117-122. doi: 10.16031/j.cnki.issn.1003-8035.2022.01-14

基于综合物探方法的公路不稳定边坡潜在滑面探测

  • 基金项目: 国家重点研发计划(2018YFC1504901);四川省交通科技项目(110102033)
详细信息
    作者简介: 赵 虎(1982- ),男,河南确山人,博士,高级工程师,主要从事公路工程物探及岩土勘察生产及科研工作。E-mail:zhaohu987@163.com
  • 中图分类号: P642.2

Detection of the potential failure zones of the unstable slopes along highway using comprehensive geophysical methods

  • 为查明公路边坡滑面分布情况,采用瞬态面波和对称四极电测深法进行综合物探勘察,成功识别出滑动面以及潜在滑面位置、形态和范围,再结合钻孔,得出滑坡体地质剖面,高效准确的为滑坡处治设计提供了基础资料。工程实例应用表明,瞬态面波成像在滑动面以及潜在滑面识别中准确直观,且可以提供波速参数;电测深法能够提供不同地质体的电阻率参数,可以对瞬态面波进行有效补充;两种方法互相结合,可以较大限度的降低物探多解性,结合少量钻孔,能提供较为准确的滑坡体地质剖面,可在公路不稳定斜坡探测中发挥重要作用。

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  • 图 1  现场坡体框架梁破坏情况

    Figure 1. 

    图 2  边坡照片

    Figure 2. 

    图 3  对称四极排列装置形式示意图

    Figure 3. 

    图 4  物探测线布置图

    Figure 4. 

    图 5  面波横剖面成果图

    Figure 5. 

    图 6  面波纵剖面成果图

    Figure 6. 

    图 7  电测深横剖面成果图

    Figure 7. 

    图 8  电测深纵剖面成果图

    Figure 8. 

    图 9  地质剖面成果图

    Figure 9. 

    表 1  地质体中${V_{\rm{r}}}$${V_{\rm{s}}}$关系表

    Table 1.  Relationship of Vr and Vs in geological body

    泊松比0.250.380.400.50
    Vr /Vs0.9200.9390.9430.955
    下载: 导出CSV

    表 2  研究区电阻率实测参数表

    Table 2.  Measured parameters of resistivity in study area

    岩性电阻率值ρ/(Ω·m)表现特征
    黏土层<200等值线平滑
    稳定堆积体(冰水堆积层)200~500等值线紊乱
    基岩>500等值线平滑
    滑面<200低阻闭合圈
    下载: 导出CSV

    表 3  研究区横波波速实测参数表

    Table 3.  Measured parameters of shear wave velocity in study area

    岩性横波波速v/(m·s−1)表现特征
    粘土层<200低速层
    稳定堆积体(冰水堆积层)200~1000波速变化大
    滑面<200低速带
    下载: 导出CSV
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出版历程
收稿日期:  2021-01-01
修回日期:  2021-03-02
刊出日期:  2022-02-25

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