• Included in CSCD
  • Chinese Core Journals
  • Included in WJCI Report
  • Included in Scopus, CA, DOAJ, EBSCO, JST
  • The Key Magazine of China Technology
Volume 32 Issue 2
Jun.  2013
Turn off MathJax
Article Contents
HUANG Jian min, Lü Mei na, GUO Yu, CHEN Xiao yue. Research on the reason for geologic disaster by karst surface collapse at Jinshazhou in Guangzhou[J]. CARSOLOGICA SINICA, 2013, 32(2): 167-174. doi: 10.3969/j.issn.1001-4810.2013.02.007
Citation: HUANG Jian min, Lü Mei na, GUO Yu, CHEN Xiao yue. Research on the reason for geologic disaster by karst surface collapse at Jinshazhou in Guangzhou[J]. CARSOLOGICA SINICA, 2013, 32(2): 167-174. doi: 10.3969/j.issn.1001-4810.2013.02.007

Research on the reason for geologic disaster by karst surface collapse at Jinshazhou in Guangzhou

doi: 10.3969/j.issn.1001-4810.2013.02.007
  • Received Date: 2013-01-04
  • Publish Date: 2013-06-25
  • As one of the most serious karst collapse areas in Guangzhou City, there are 24 collapse spots at Jinshazhou. The collapse spots mainly distribute on the sides of a high speed rail tunnel with the vertical distance from the tunnel less than 400 m. The formation and development of collapses have close relationship with fragile geologic environment and high-speed rail tunnel construction. According to the survey, NE trending fault is quite developed at Jinshazhou, revealed hole-rate between ranges from 60 % to 76.9 % in concealed limestone, the linear karst-rate is up to 52.58 %, the thickness of the overlying earth on some sections of limestone is less than 15 m. Drainage is strong during the construction of high-speed rail tunnel. The amount of pumping groundwater comes up to 2 000~3 000 m 3 /d, which leads to groundwater table severely fluctuates and results more than 20 collapses. There are no collapse occurred when the tunnel stop pumping. The development characteristics of karst collapse shows that fragile geologic environment is the inherent factor leading to karst collapse at Jinshazhou, while the high-speed rail tunnel pumping is a predisposing factor direct leading to collapse.

     

  • loading
  • [1]
    卢学义.广州市西北部地下岩溶特征及其与工程建设的关系[J].广东科技,2008,25(3):104-105.
    [2]
    谢宝堂.广花盆地岩溶特性及工程风险评价[J].建材与装饰,2007,15(5):330-332.
    [3]
    方燎原.广州地铁岩溶地质条件[J].地球与环境,2005,33(5):89-91.
    [4]
    张永定,张澄博,李洪艺,等.广州市西北区岩溶分布规律浅析[J].2011,31(3):257-261.
    [5]
    骆荣,郑小战,张凡,等.广花盆地西北部赤坭镇岩溶发育规律[J].热带地理,2011,31(6):565-569.
    [6]
    程鉴基.广州市地面塌陷特征与防治对策的研究[J].铁道工程学报,2012,160(1):1-5.
    [7]
    陈邦影,周心经.广州市地质灾害发育分布与防治对策[J].西部探矿工程,2006,18(8):280-281.
    [8]
    符诗存,张建国.广州市地质灾害现状与防治对策[J].中国地质灾害与防治学报,2008,19(3):92-95.
    [9]
    刘江龙,吴湘滨,申志军.广州市地面塌陷分布特征与人为致灾因子分析[J].中国地质灾害与防治学报,2008,19(2):64-68.
    [10]
    骆荣,郑小战,易顺民,等.广州花都区赤坭镇岩溶地面塌陷地质灾害现状及防治对策[J].中国地质灾害与防治学报,2012,23(1):72-75.
    [11]
    黄健民,郑小战,陈小月,等.广州金沙洲广州大学附属实验学校地面沉降形成机理研究[J].热带地理,2012,32(4):338-343.
    [12]
    雷金山,阳军生,肖武权,等.广州岩溶塌陷形成条件及主要影响因素[J].地质与勘探,2009,45(4):488-492.
    [13]
    史栾生,陈敬德.广花盆地地面塌陷成因与防治[J],中国岩溶,1996,15(3):278-282.
    [14]
    苏扣林,黄永贵,郑小战.广州市荔湾区大坦沙岩溶地面塌陷成因及其稳定性评价[J].热带地理,2012,32(2):167-172.
  • 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 (3534) PDF downloads(3057) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return