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云南高原岩溶塌陷发育特征及成因机制

康晓波, 王宇, 张华, 代旭升, 朱广毅. 云南高原岩溶塌陷发育特征及成因机制[J]. 中国地质灾害与防治学报, 2022, 33(5): 50-58. doi: 10.16031/j.cnki.issn.1003-8035.202202061
引用本文: 康晓波, 王宇, 张华, 代旭升, 朱广毅. 云南高原岩溶塌陷发育特征及成因机制[J]. 中国地质灾害与防治学报, 2022, 33(5): 50-58. doi: 10.16031/j.cnki.issn.1003-8035.202202061
KANG Xiaobo, WANG Yu, ZHANG Hua, DAI Xusheng, ZHU Guangyi. Characteristics and formation mechanism of karst collapse in Yunnan Plateau[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 50-58. doi: 10.16031/j.cnki.issn.1003-8035.202202061
Citation: KANG Xiaobo, WANG Yu, ZHANG Hua, DAI Xusheng, ZHU Guangyi. Characteristics and formation mechanism of karst collapse in Yunnan Plateau[J]. The Chinese Journal of Geological Hazard and Control, 2022, 33(5): 50-58. doi: 10.16031/j.cnki.issn.1003-8035.202202061

云南高原岩溶塌陷发育特征及成因机制

  • 基金项目: 云南省地质灾害综合防治体系建设(2013~2020)(云财资环〔2020〕68号);国家重点研发计划项目(喀斯特断陷盆地石漠化演变及综合治理技术与示范,2016YFC0502500)
详细信息
    作者简介: 康晓波(1982-),男,四川汉源人,工程硕士,高级工程师,主要从事地质灾害综合防治体系建设和水工环地质调查研究。E-mail:kangxiaobo1121@163.com
    通讯作者: 王 宇(1960-),男,云南个旧人,博士,教授级高级工程师,主要从事水工环及灾害地质研究。E-mail:ynddywy@163.com
  • 中图分类号: P642

Characteristics and formation mechanism of karst collapse in Yunnan Plateau

More Information
  • 云南高原岩溶塌陷总的特征是由岩溶高原特定的地质环境、岩溶发育、水文地质以及水文气象和人类工程活动等因素综合影响和决定的,文中通过对这些因素及其作用机制的分析,深化了对高原岩溶塌陷基本特征和发育规律的认识。云南高原岩溶塌陷区域上分布零星,地段上呈现“点状”特征,主要集中发育于岩溶断陷盆地、岩溶槽谷(洼)地、岩溶台地或古高原面等特定的岩溶地质环境单元。主要原因是高原大部分区域为裸露型基岩山区,江河深切,垂直岩溶带发育,地下水埋藏普遍较深;盆、谷、洼地等人类聚居区,除边缘地带外,松散土覆盖层厚度较大,且黏性土层占比高,土体固结度也较高;岩溶发育不均匀,岩溶洞、管发育,但总体上地下岩溶率并不高,引发岩溶塌陷的洞、管较为孤立分散。

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  • 图 1  云南岩溶塌陷点分布图

    Figure 1. 

    图 2  昆明地区岩溶塌陷分布图及庄科山岩溶塌陷剖面图

    Figure 2. 

    图 3  阿岗槽谷岩溶塌陷分布图及剖面图

    Figure 3. 

    图 4  泸沽湖机场岩溶塌陷平面及剖面图

    Figure 4. 

    表 1  昆明盆地浅覆盖区土层基本物理力学指标[22]

    Table 1.  Basic physical and mechanical indexes of soil layers in shallow coverage area of Kunming Basin

    性质指标γ/(g·cm−3W/%eIpILC/kPaψ/(°)a1−2/kPa−1Es/kPaR/kPa
    残坡积
    (Qdl+el
    最大平均值1.9633.860.9820.540.406921.100.0003312464270
    最小平均值1.8326.370.7616.040.114216.100.000177364180
    算术平均值1.8929.730.8718.080.215618.200.000239728220
    冲洪积
    (Qal+pl
    最大平均值1.9529.000.9115.290.585017.930.000289298206
    最小平均值1.8925.620.7611.000.313716.300.000206928174
    算术平均值1.9228.230.8113.000.444717.370.000248056193
    下载: 导出CSV

    表 2  昆明地区岩溶塌陷坑分布情况表

    Table 2.  Distribution of karst collapse pits in Kunming area

    塌陷地段翠湖—圆通山金马寺浑水塘—秧田冲大板桥马街庄科山明朗水库海口其他合计
    塌陷坑数/处116337924112176378405
    百分比/%28.648.1519.515.932.725.1918.779.141.98100
    下载: 导出CSV
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出版历程
收稿日期:  2022-02-28
修回日期:  2022-07-11
录用日期:  2022-07-11
刊出日期:  2022-10-25

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