Volume 38 Issue 4
Aug.  2024
Turn off MathJax
Article Contents
Peng Gongxun, Song Jian, Xu Tao, Zhao Xuguang, Liu Xiaoting, Ai Qun. Effective Estimation of Karst Development Intensity in Engineering Projects[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(4): 471-476. doi: 10.3969/j.issn.1007-2993.2024.04.017
Citation: Peng Gongxun, Song Jian, Xu Tao, Zhao Xuguang, Liu Xiaoting, Ai Qun. Effective Estimation of Karst Development Intensity in Engineering Projects[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(4): 471-476. doi: 10.3969/j.issn.1007-2993.2024.04.017

Effective Estimation of Karst Development Intensity in Engineering Projects

doi: 10.3969/j.issn.1007-2993.2024.04.017
  • Received Date: 2022-07-19
  • Accepted Date: 2023-11-08
  • Rev Recd Date: 2023-07-11
  • Available Online: 2024-08-09
  • Publish Date: 2024-08-09
  • Based on the spatial distribution characteristics of karst, the horizontal uneven distribution and vertical zonation characteristics of karst were summarized, and their impact on karst rate statistics was analyzed. Based on the investigation data of a buried sewage plant, the vertical zonation of voids and line karstification rates were analyzed. Furthermore, the probability relationship between the statistical data of borehole porosity rate and liner karst rate was analyzed according to the principle of sampling error. It is considered that the horizontal heterogeneity and vertical zonation of karst development, as while as the actual number of limestone holes and the depth of rock drilled, should be taken into account in each exploration stage. Therefore, the karstification rate is effectively estimated using interval estimation.

     

  • loading
  • [1]
    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. doi: 10.11932/karst20190510
    [2]
    官善友, 陶 良, 谢纪海, 等. 武汉市都市发展区岩溶发育特征[J]. 城市勘测,2017(4):157-162. doi: 10.3969/j.issn.1672-8262.2017.04.046
    [3]
    方国详, 郑建生. 广花盆地岩溶发育特征[J]. 热带地理,1991,11(2):144-151.
    [4]
    熊道锟, 傅荣华. 岩溶发育强度垂直分带方法[J]. 岩土工程技术,2005,19(3):113-117,122. doi: 10.3969/j.issn.1007-2993.2005.03.002
    [5]
    周学军. 大方山隧道岩溶水分带综合分析[J]. 铁道工程学报,2019,249(6):67-73. doi: 10.3969/j.issn.1006-2106.2019.06.014
    [6]
    尹 欧, 何 阳, 李 彬, 等. 区域构造特征与岩溶发育空间分布关系研究——以长沙市煤炭坝地区为例[J]. 地下水,2021,43(1):114-116,181.
    [7]
    李俊杰. 广清高速路段岩溶发育特征及分类研究[J]. 土工基础,2018,32(3):289-292.
    [8]
    刘勇健, 刘雅恒, 刘湘秋, 等. 广花盆地岩溶地面塌陷特征及形成机理研究[J]. 广东工业大学大学学报,2013,30(1):26-31.
    [9]
    郝艳茹, 王 鹏, 张明珠, 等. 广花盆地地下水化学特征及其演化分析[J]. 生态环境学报,2020,29(2):337-344.
    [10]
    顾家裕. 塔里木盆地轮南地区下奥陶统碳酸盐岩岩溶储层特征及形成模式[J]. 古地理学报,1999,1(1):54-60. doi: 10.3969/j.issn.1671-1505.1999.01.006
    [11]
    刘光亚. 基岩地下水[M]. 北京: 地质出版社, 1979.
    [12]
    周春光, 龚玉红. 湘中地区的岩溶发育特征与环境地质问题——以斗笠山、恩口煤矿为例[J]. 湖南地质,1996,15(2):157-162.
    [13]
    广东省住房和城乡建设厅. DBJ/T 15—136 岩溶地区建筑地基基础技术规范[S]. 北京: 中国建筑工业出版社, 2018.
  • 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

    Figures(6)  / Tables(5)

    Article Metrics

    Article views (55) PDF downloads(23) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return