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肯尼亚裂谷区地裂缝特征及成因分析

谭鹏, 刘阳, 蒋富强, 温欣岚, 王飞永, 贾智杰. 肯尼亚裂谷区地裂缝特征及成因分析[J]. 中国地质灾害与防治学报, 2021, 32(6): 53-62. doi: 10.16031/j.cnki.issn.1003-8035.2021.06-07
引用本文: 谭鹏, 刘阳, 蒋富强, 温欣岚, 王飞永, 贾智杰. 肯尼亚裂谷区地裂缝特征及成因分析[J]. 中国地质灾害与防治学报, 2021, 32(6): 53-62. doi: 10.16031/j.cnki.issn.1003-8035.2021.06-07
TAN Peng, LIU Yang, JIANG Fuqiang, WEN Xinlan, WANG Feiyong, JIA Zhijie. Analysis of the characteristics and causes of ground fissures in Kenya rift region[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(6): 53-62. doi: 10.16031/j.cnki.issn.1003-8035.2021.06-07
Citation: TAN Peng, LIU Yang, JIANG Fuqiang, WEN Xinlan, WANG Feiyong, JIA Zhijie. Analysis of the characteristics and causes of ground fissures in Kenya rift region[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(6): 53-62. doi: 10.16031/j.cnki.issn.1003-8035.2021.06-07

肯尼亚裂谷区地裂缝特征及成因分析

  • 基金项目: 内马铁路地裂缝形成机理与减灾对策研究(2019-ZJTDKJ-05);东非裂谷区地裂缝灾害机理与防控(41920104010)
详细信息
    作者简介: 谭 鹏(1984-),男,博士研究生,主要从事岩土方面的研究。E-mail: tanpeng339@126.com
    通讯作者: 刘 阳(1993-),男,博士研究生,主要从事地质灾害防治以及岩土工程方面的研究。E-mail: cadx_ly@163.com
  • 中图分类号: P642.23

Analysis of the characteristics and causes of ground fissures in Kenya rift region

More Information
  • 肯尼亚裂谷位于东非大裂谷东支中段,现代构造运动以及火山活动强烈,是当今地学研究的热点地区。裂谷区因其独特的地质构造背景、岩土体特性以及气象水文条件,使得地裂缝灾害较为发育。文章以肯尼亚裂谷地裂缝为研究对象,利用资料收集、野外调查、槽探、钻探和室内土工试验等研究手段,对研究区的地质环境背景、地裂缝平剖面结构特征进行研究。裂谷拉张和火山活动等内动力地质作用是该区域地裂缝形成的控制因素,浅表部松散易潜蚀的土体是地裂缝形成的物质基础,强降雨为地裂缝的形成提供了水力条件,“软硬软”的地层结构为水力侵蚀物质提供了有利的堆积场所。将肯尼亚裂谷区地裂缝的形成演化过程分为3个阶段:孕育阶段、扩展阶段和成灾阶段。

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  • 图 1  研究区地理位置

    Figure 1. 

    图 2  研究区活动断裂分布图(据中国地震局修改)

    Figure 2. 

    图 3  地层柱状图

    Figure 3. 

    图 4  平行岩体裂隙

    Figure 4. 

    图 5  X型岩体裂隙

    Figure 5. 

    图 6  钻孔Z-73-120深度40~45 m岩芯(岩芯被张裂缝一分为二,泥质充填)

    Figure 6. 

    图 7  肯尼亚裂谷日均降雨量(Nakuru台站,1980—2019年)

    Figure 7. 

    图 8  地裂缝平面分布图

    Figure 8. 

    图 9  地裂缝走向玫瑰图(蓝线为裂谷走向,红线为火山连线方向)

    Figure 9. 

    图 10  探槽剖面图

    Figure 10. 

    图 11  肯尼亚裂谷地裂缝成因机理

    Figure 11. 

    表 1  地裂缝分布状况

    Table 1.  Distribution of ground fissures

    地裂缝编号走向/(°)长度/m主要特征
    DL0122758宽8 m,深4.5~5 m,平面呈直线状,底部可见明显水流冲刷痕迹,地层水平,未见明显位错
    DL023552000宽5 m,深6.6 m,地表为直线状出露
    DL033571900宽6 m,深4.8 m,地表为直线状出露
    DL04175306宽1.6~5 m,深2.7 m,地表为直线状出露
    DL05288393最宽处达12 m,深1.2 m,地表为直线状出露
    DL061811200宽8.4 m,深6.8 m,与B3公路相交,地表为直线状出露
    DL0763950宽10~15 m,深5.4 m,线性延伸较好,侧壁垂直,冲刷强烈
    DL08327665直线延伸,在平面上与DL007在平面垂直相交
    DL0935375宽4~6 m,平面形态为直线状出露。
    DL103405000出现时间为2018年3月13日傍晚,最大深度可达15 m,宽度约2~5 m
    DL11255947宽2~4 m,侧壁垂直,地表为直线状出露
    DL12340420宽10~20 m,底部植被覆盖茂盛,地裂缝北端可观测到岩层出露
    DL13239457裂缝最北端存在一近圆形陷坑,宽3.7 m,深0.3~0.6 cm
    DL1430190宽6 m,底部植被覆盖茂盛,地表为直线状出露
    DL15238174沿南东方向延伸,最终消失在田地里,两侧发育有落水洞,最深处1.5 m,植被发育茂盛
    DL16201400雁列状展布,南段宽2~4 m,北段宽2~3 m,最深处1.5 m
    DL17340500直线延伸,最深处1.5 m
    DL18330459直线延伸,深度0.2 m左右,裂缝侧面发育一排小落水洞
    DL193431256冲沟侧壁直立,现状宽2~5 m,深2~4 m
    DL203401000冲沟侧壁直立,现状宽4~5 m,深3~4 m
    DL213501594现状沟宽3~10 m,深2~3 m,直线延伸
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出版历程
收稿日期:  2021-01-10
修回日期:  2021-04-16
刊出日期:  2021-12-25

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