• Included in CSCD
  • Chinese Core Journals
  • Included in WJCI Report
  • Included in Scopus, CA, DOAJ, EBSCO, JST
  • The Key Magazine of China Technology
Volume 40 Issue 6
Dec.  2021
Turn off MathJax
Article Contents
WU Yuanbin,LUO Weiquan,YIN Renchao,et al.Distribution law and genetic mechanism of karst collapse in Longquan village-Qingfengshan village, Chongqing[J].Carsologica Sinica,2021,40(06):932-942. doi: 10.11932/karst2021y43
Citation: WU Yuanbin,LUO Weiquan,YIN Renchao,et al.Distribution law and genetic mechanism of karst collapse in Longquan village-Qingfengshan village, Chongqing[J].Carsologica Sinica,2021,40(06):932-942. doi: 10.11932/karst2021y43

Distribution law and genetic mechanism of karst collapse in Longquan village-Qingfengshan village, Chongqing

doi: 10.11932/karst2021y43
Funds:

 DD20190266

 41867039, 41877300, 42077273

 2021003, 2021010

 CXZX2020002

  • Received Date: 2021-04-11
  • Publish Date: 2021-12-25
  • Located in Longquan village and Qingfengshan village, Zhongliang mountain, Chongqing, the study area is a geologically hazard area of karst collapse induced by the construction of Tuzhu tunnel. A total of 45 collapse pits developed in the area, which seriously endanger the safety of roads, houses, pipelines and villagers' lives. In order to find out the distribution law and genetic mechanism of karst collapse in the study area, this paper systematically studies the karst collapse by carrying out a number of work, such as special ground investigation, geophysical exploration, geological drilling of hydrogeological engineering and dynamic condition monitoring of karst collapse, and summarizes the distribution law and development characteristics of karst collapse in the study area, showing as follows, (1) Karst collapses mainly distribute in the intersection zone of trough and transverse gullies, low-lying areas or the surface along stream; (2) The formation and evolution of karst collapse shows the characteristics of expanding from low-lying place to high place, and gradually expanding from the core of tunnel drainage area to the periphery of the edge.Based on the analysis of the influencing factors of karst collapse, the formation and evolution of karst collapse in the study area is divided into three stages, the first two of which are at the peak of collapse. The main controlling factors inducing karst collapse are different in each stage. In the first stage, the karst collapse is mainly controlled by the effect of seepage subsurface erosion, and increasing load and softening effect. The sudden change of water and gas pressure in karst pipeline system is the secondary factor. In the second stage, the karst collapse is mainly controlled by the effect of seepage subsurface erosion and sudden change effect of water and gas pressure in karst pipeline system, and the increasing load and softening effect is the secondary factor. The collapse in this stage is characterized by a large number of relatively simultaneous occurrence . In the third stage, the karst collapse is mainly controlled by the effect of seepage subsurface erosion, increasing load and softening effect. The sudden change of water and gas pressure in karst pipeline system is the secondary factor.A comprehensive analysis shows that the karst collapse in the study area is rainfall karst collapse in the later stage of tunnel drainage. The precondition is that the regional groundwater level drops below the bedrock surface due to tunnel drainage. The main dynamic factors are the infiltration and seepage subsurface erosion caused by rainfall, the sudden change effect of water and gas pressure in karst pipeline system and the increasing load and softening effect. The formation and evolution process of karst collapse can be generalized as follows, rainfall → slope flow → surface ponding → increasing load and softening effect / seepage subsurface erosion / sudden change of water and gas pressure in karst pipeline system → soil collapse → soil cave expansion → karst collapse.

     

  • WU Yuanbin,LUO Weiquan,YIN Renchao,et al.Distribution law and genetic mechanism of karst collapse in Longquan village-Qingfengshan village, Chongqing[J].Carsologica Sinica,2021,40(06):932-942.
  • loading
  • 康彦仁,项式均,陈健. 中国南方岩溶塌陷[M]. 南宁:广西科学技术出版社, 1990.
    蒙彦,雷明堂. 岩溶塌陷研究现状及趋势分析[J]. 中国岩溶,2019, 38(3): 411-417.
    郑晓明,陈标典,潘峰,等. 武汉市江夏区武嘉高速桩基施工岩溶塌陷形成条件及机理研究[J]. 安全与环境工程, 2019, 26(2): 62-68.
    蒙彦,郑小战,雷明堂,等. 珠三角地区岩溶分布特征及发育规律[J]. 中国岩溶, 2019, 38(5): 746-751.
    蒋小珍,雷明堂,管振德. 湖南宁乡大成桥充水矿山疏干区岩溶系统水气压力监测及突变特征[J]. 中国岩溶, 2016, 35(2): 179-189.
    WuY, JiangX, GuanZ, et al. AHP-based evaluation of the karst collapse susceptibility in Tailai Basin, Shandong Province,China[J].Environmental Earth Sciences,2018,77(12):436.
    缪钟灵. 岩溶塌陷特征初步研究:以水城盆地为例[J]. 贵州工学院学报, 1981(3): 96-103.
    徐卫国,赵桂荣. 试论岩溶矿区地面塌陷的真空吸蚀作用[J]. 地质论评, 1981, 27(2): 174-180, 183.
    徐卫国,赵桂荣. 真空吸蚀作用引起的塌陷实例[J]. 水文地质工程地质,1988(3): 50-51.
    蒙彦,郑小战,祁士华,等. 岩溶塌陷易发区地下水安全开采控制:以珠三角广花盆地城市应急水源地为例[J]. 中国岩溶, 2019, 38(6): 924-929.
    雷明堂,蒋小珍,李瑜. 桂林市柘木镇地面塌陷成因机制[J]. 中国地质灾害与防治学报, 1998(S1): 440-443.
    郑小战. 广花盆地岩溶地面塌陷灾害形成机理及风险评估研究[D]. 长沙:中南大学, 2010.
    易顺民,卢薇,周心经. 广州夏茅村岩溶塌陷灾害特征及防治对策[J]. 热带地理, 2021, 41(4): 801-811.
    罗小杰,罗程. 岩溶地面塌陷三机理理论及其应用[J]. 中国岩溶, 2021, 40(2): 171-188.
    吴超凡,邱占林,杨为民,等. 汶川地震诱发的地面塌陷成因[J]. 山地学报,2012, 30(1): 70-77.
    李瑜,雷明堂,蒋小珍,等. 覆盖型岩溶平原区岩溶塌陷脆弱性和开发岩溶地下水安全性评价:以广西黎塘镇为例[J]. 中国岩溶, 2009, 28(1): 11-16.
    雷明堂,李瑜,蒋小珍,等. 岩溶塌陷灾害监测预报技术与方法初步研究:以桂林市柘木村岩溶塌陷监测为例[J]. 中国地质灾害与防治学报,2004(S1): 148-152.
    戴建玲,罗伟权,吴远斌,等. 广西来宾市良江镇吉利村岩溶塌陷成因机制分析[J]. 中国岩溶,2017, 36(6): 808-818.
    冯亚伟. 山东省岩溶塌陷分布规律及成因机制[J]. 中国岩溶, 2021, 40(2): 205-214.
    重庆市地勘局南江水文地质工程地质队. 重庆市主城区二横线土主隧道专项水文地质调查报告[R]. 重庆, 2014.
    潘宗源,陈学军,杨鑫,等. 湖南郴州地区岩溶塌陷分布规律及其影响因素浅析[J]. 中国岩溶, 2021, 40(2): 221-229.
    胡明健.突泥处治综合措施在歇马隧道施工中的应用[J]. 城市住宅,2018, 25(4): 107-109.
    肖载兴,郑彦飞. 重庆歇马隧道ZK7+292涌水处治施工技术[J]. 工程建设与设计,2016(18): 152-156.
    吴远斌,殷仁朝,雷明堂,等. 重庆中梁山地区隧道工程影响下岩溶塌陷形成演化模式及防治对策[J]. 中国岩溶, 2021, 40(2): 246-252.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (2067) PDF downloads(112) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return