• 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 2
Apr.  2021
Turn off MathJax
Article Contents
LUO Xiaojie, LUO Cheng. Three-Mechanism Theory (TMT) of karst ground collapse and its application[J]. CARSOLOGICA SINICA, 2021, 40(2): 171-188. doi: 10.11932/karst2021y001
Citation: LUO Xiaojie, LUO Cheng. Three-Mechanism Theory (TMT) of karst ground collapse and its application[J]. CARSOLOGICA SINICA, 2021, 40(2): 171-188. doi: 10.11932/karst2021y001

Three-Mechanism Theory (TMT) of karst ground collapse and its application

doi: 10.11932/karst2021y001
  • Publish Date: 2021-04-25
  • In order to provide theoretical basis for the prediction,monitoring,prevention and emergency response of karst ground collapse,the development law of karst ground collapse is summarized. It is considered that the soil body,karst and inducing factors are the three elements leading to karst ground collapse. Karst provides passage and storage space for the failed soil body. The geotechnical properties of soil determine the ways of soil collapse:"clay block" collapse,sand particle leakage and soft soil loss. According to the mode of soil collapse,the Three-Mechanism Theory of(TMT)of karst ground collapse,which is composed of "soil cave type collapse","hourglass type collapse" and "mud flow type collapse",is put forward here. In cohesive soil and dense sandy soil layers,under the action of the external force,the ground collapse caused by the failure of soil cave roof is called soil cave collapse. The ground collapse caused by the leakage of sand particles in the loose sand layer above the soluble rock is called hourglass collapse. The surface collapse caused by the loss of soft soil above the soluble rock to the soluble rock under the action of external force is called mudflow collapse. The TMT focuses on the way of soil collapse,which not only explains the phenomenon of karst ground collapse,but also answers the question of "how to collapse". The inducing factors are the external influencing factors of ground subsidence,not the constituent elements of collapse mechanism. Inducing factors produce acting force,which changes the movement state of soil particles,making the soil particles from “static” to “moving”,and the soil mass from “stability” to “collapse”. According to the TMT,a comprehensive geological prediction method of karst ground collapse is proposed,and a deterministic prediction model of soil collapse based on three collapse mechanisms is established. The monitoring,prevention and emergency measures of karst ground collapse are systematically summarized,and a complete karst ground collapse ideological system from theory to practice is formed.

     

  • loading
  • [1]
    徐卫国,赵桂荣.试论岩溶矿区地面塌陷的成因及防治设想[J].化工矿山技术,1978,4:19-27,18.
    [2]
    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.
    [3]
    徐卫国,赵桂荣.论岩溶塌陷形成机理[J].煤炭学报,1986,2:1-11.
    [4]
    左平怡,赵济群,钱再华.对真空吸蚀作用解释地面塌陷的疑义[J].地质论评,1981,3:243-248.
    [5]
    康彦仁.论岩溶塌陷形成的致塌模式[J].水文地质工程地质,1992,19(4):31-34.
    [6]
    康彦仁.试论岩溶地面塌陷的类型划分[J].中国岩溶,1984,3(2):146-155.
    [7]
    康彦仁.岩溶塌陷的形成机制[J].广西地质,1989(2):83-90.
    [8]
    项式钧,康彦仁,刘志云,等.长江流域的岩溶塌陷[J].中国岩溶,1986,5(4):256-282.
    [9]
    陈国亮.岩溶地面塌陷的成因与防治[M].北京:中国铁道出版社,1994,76-94.
    [10]
    代群力.岩溶矿区地面塌陷成因新说—共振论[J].中国煤田地质,1991(3):66-68.
    [11]
    代群力.论岩溶地面塌陷的形式机制与防治[J].中国煤田地质,1994,6(2):59-63.
    [12]
    吴永华,谢春波,朱洵.陆家街地区岩溶塌陷形成机制及预测评价[J].中国地质灾害与防治学报,1994(S1):118-123.
    [13]
    胡亚波,刘广润,肖尚德,等.一种复合型岩溶地面塌陷的形成机理:以武汉市烽火村塌陷为例[J].地质科技情报,2007,26(1):96-100.
    [14]
    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,2009.
    [15]
    肖明贵.桂林市岩溶塌陷形成机制与危险性预测[D].2005,长春:吉林大学.
    [16]
    苏阳,曾克强,陈孟芝.桂林市岩溶土洞塌陷的形成机制及治理措施[J].矿产与地质,2007,6:692-694.
    [17]
    王建庆.覆盖型岩溶区土洞塌陷机制及其稳定性研究[D].桂林:桂林理工大学,2003.
    [18]
    李前银.再论岩溶塌陷的形成机制[J].中国地质灾害与防治学报,2009,3:52-55.
    [19]
    左平怡.论岩溶地面塌陷的形成过程与机理[J].中国岩溶,1987,6(1):71-79.
    [20]
    刘长礼,贺可强,高宗军.岩溶地面塌陷的机理分析及其预测模型[J].河北地质学院学报,1993,16(3):264-270.
    [21]
    陈星,黄润秋.岩溶塌陷的地质概化模型[J].水文地质工程地质,2002,6:30-34.
    [22]
    张丽芬,曾夏生,姚运升,等.我国岩溶塌陷研究综述[J].中国地质灾害与防治学报,2007,18(3):126-130.
    [23]
    刘广润,程伯禹.岩溶塌陷的类型、成因机制及防治途径—兼论武汉市岩溶塌陷勘查工作要点[J].工程地质学报,2001,4:414-417.
    [24]
    侯超群,董满生,逄焕平.松散土体型地面塌陷成因分析及机理研究[J].合肥工业大学学报(自然科学版),2013,36(1):63-67.
    [25]
    杨立中,王建秀.国外岩溶塌陷研究的发展及我国的研究现状[J].中国地质灾害与防治学报,1997(S1):14-18.
    [26]
    高宗军.岩溶地面塌陷预测模型初探[J].中国地质灾害与防治学报,2009,20(4):66-71,85
    [27]
    杨德才.水城岩溶判断抽水塌陷研究[J].岩土工程届,2002,5(6):21-23.
    [28]
    赵汉中.工程流体力学(Ⅰ)[M].武汉:华中科技大学出版社,2005.
  • 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 (1527) PDF downloads(195) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return