ISSN 1003-8035 CN 11-2852/P
  • Included in Scopus
  • Included in DOAJ
  • The key magazine of China technology
  • Included in CSCD
  • Caj-cd Standard Award winning journals
Wechat
Volume 32 Issue 6
Dec.  2021
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Xinjing ZHOU, Yu GUO, Xiaozhan ZHENG, Jingjing LI, Junling ZHANG, Zhaoyu ZHU. Karst collapse characteristics, disaster factors and risk analysis in Xiamao Village, Baiyun District, Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(6): 63-71. DOI: 10.16031/j.cnki.issn.1003-8035.2021.06-08
Citation: Xinjing ZHOU, Yu GUO, Xiaozhan ZHENG, Jingjing LI, Junling ZHANG, Zhaoyu ZHU. Karst collapse characteristics, disaster factors and risk analysis in Xiamao Village, Baiyun District, Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(6): 63-71. DOI: 10.16031/j.cnki.issn.1003-8035.2021.06-08
shu

Karst collapse characteristics, disaster factors and risk analysis in Xiamao Village, Baiyun District, Guangzhou City

  • 1.

    Guangzhou Institute of Geological Survey, Guangzhou, Guangdong　510440, China

  • 2.

    Guangzhou Institute of Geochemistry, Chinese Academy of Sciences, Guangzhou, Guangdong　510640, China

More Information
  • Received Date: March 27, 2021
  • Revised Date: May 09, 2021
  • Available Online: December 23, 2021
    Graphical Abstract
    • Abstract
  • Xiamao Village has been suffered from serious karst collapse geological disasters. The geological environment conditions in the collapse area are extremely complex. Karst soil caves of hidden limestone have strong development, and karst caves and soil caves are large in scale. Moreover, there are many karst caves with good connectivity among karst caves. The bedrock surface of karst collapse area fluctuates greatly, elevation changes sharply, the Quaternary overburden is thick, and the bottom silty clay layer soil is very large in saze. The cave development, the large-scale cave in the soil is the material foundation of karst ground collapse. In the bedrock fault structural zone and its influence zone, the rock is broken, and the water guide fault is formed. There is groundwater runoff channel. The groundwater circulation along the fault zone is active and the dissolution is strong, forming a strong karst development zone, which provides a good dynamic condition for the occurrence of karst collapse. The construction of the building foundation in the area disturbed the balance between groundwater and soil cave, which became the inducing factor of ground collapse. The risk assessment of karst ground subsidence is carried out by using seven geological environmental conditions and five economic and demographic indexes respectively. The results show that the potential geological disaster risk is large in Xiamao Village. Only by strictly controlling the dynamic conditions of groundwater can avoid karst ground collapse.
    • FullText(HTML)
    • References (23)
  • [1]
    DOĞAN U, YıLMAZ M. Natural and induced sinkholes of the obruk plateau and karapınar-hotamış plain, Turkey[J]. Journal of Asian Earth Sciences,2011,40(2):496 − 508. DOI: 10.1016/j.jseaes.2010.09.014
    [2]
    BENAC Č, JURAČIĆ M, MATIČEC D, et al. Fluviokarst and classical karst: examples from the dinarics (krk island, northern adriatic, croatia)[J]. Geomorphology,2013,184:64 − 73. DOI: 10.1016/j.geomorph.2012.11.016
    [3]
    HEIDARI M, KHANLARI G R, TALEB BEYDOKHTI A R, et al. The formation of cover collapse sinkholes in North of Hamedan, Iran[J]. Geomorphology,2011,132(3/4):76 − 86.
    [4]
    DURINGERA P, BACONB A M, SAYAVONGKHAMDYC T, et al. Karst development, breccias history, and mammalian assemblages in Southeast Asia: A brief review[J]. Comptes Rendus Palevol,2012,11(2−3):133 − 157.
    [5]
    DURINGER P, BACON A M, SAYAVONGKHAMDY T, et al. Karst development, breccias history, and mammalian assemblages in Southeast Asia: A brief review[J]. Comptes Rendus Palevol,2012,11(2/3):133 − 157.
    [6]
    SONG K I, CHO G C, CHANG S B. Identification, remediation, and analysis of karst sinkholes in the longest railroad tunnel in South Korea[J]. Engineering Geology,2012,135/136:92 − 105. DOI: 10.1016/j.enggeo.2012.02.018
    [7]
    EPTING J, HUGGENBERGER P, GLUR L. Integrated investigations of karst phenomena in urban environments[J]. Engineering Geology,2009,109(3/4):273 − 289.
    [8]
    FIDELIBUS M D, GUTIÉRREZ F, SPILOTRO G. Human-induced hydrogeological changes and sinkholes in the coastal gypsum karst of Lesina Marina area (Foggia Province, Italy)[J]. Engineering Geology,2011,118(1/2):1 − 19.
    [9]
    COOPER A H, FARRANT A R, PRICE S J. The use of karst geomorphology for planning, hazard avoidance and development in Great Britain[J]. Geomorphology,2011,134(1/2):118 − 131.
    [10]
    NOVEL J P, DIMADI A, ZERVOPOULOU A, et al. The aggitis karst system, eastern Macedonia, Greece: Hydrologic functioning and development of the karst structure[J]. Journal of Hydrology,2007,334(3/4):477 − 492.
    [11]
    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. [HU Yabo, LIU Guangrun, XIAO Shangde, et al. Mechanism of a compound karst surface collapse: A case study in Fenghuo village of Wuhan city[J]. Geological Science and Technology Information,2007,26(1):96 − 100. (in Chinese with English abstract) DOI: 10.3969/j.issn.1000-7849.2007.01.017
    [12]
    罗小杰. 武汉地区浅层岩溶发育特征与岩溶塌陷灾害防治[J]. 中国岩溶,2013,32(4):419 − 432. [LUO Xiaojie. Features of the shallow karst development and control of karst collapse in Wuhan[J]. Carsologica Sinica,2013,32(4):419 − 432. (in Chinese with English abstract)
    [13]
    陈学军, 周明芳, 陈富坚, 等. 岩溶地区破坏性抽水致塌试验研究: 以广西桂林西城区为例[J]. 地质科技情报,2002,21(1):79 − 82. [CHEN Xuejun, ZHOU Mingfang, CHEN Fujian, et al. Destructive pumping test to study the characteristics of karst collapses in limestone region: A case study in the western urban area of Guilin City[J]. Geological Science and Technology Information,2002,21(1):79 − 82. (in Chinese with English abstract) DOI: 10.3969/j.issn.1000-7849.2002.01.018
    [14]
    康春景, 张绪教, 吴中海, 等. 滇西怒江河谷潞江段岩溶发育特征及其对工程的影响[J]. 地质通报,2012,31(增刊1):374 − 381. [KANG Chunjing, ZHANG Xujiao, WU Zhonghai, et al. Karst development along Lujiang segment of the Nujiang(Salween) river in western Yunnan Province and its potential influence on the railway project[J]. Geological Bulletin of China,2012,31(Sup1):374 − 381. (in Chinese with English abstract)
    [15]
    郭宇, 周心经, 郑小战, 等. 广州夏茅村岩溶地面塌陷成因机理与塌陷过程分析[J]. 中国地质灾害与防治学报,2020,31(5):54 − 59. [GUO Yu, ZHOU Xinjing, ZHENG Xiaozhan, et al. Analysis on formation mechanism and process of karst collapse in Xiamao Village, Guangzhou City of Guangdong Province[J]. The Chinese Journal of Geological Hazard and Control,2020,31(5):54 − 59. (in Chinese with English abstract)
    [16]
    黄健民, 吕镁娜, 郭宇, 等. 广州金沙洲岩溶地面塌陷地质灾害成因分析[J]. 中国岩溶,2013,32(2):167 − 174. [HUANG Jianmin, LYV Meina, GUO Yu, et al. Research on the reason for geologic disaster by karst surface collapse at Jinshazhou in Guangzhou[J]. Carsologica Sinica,2013,32(2):167 − 174. (in Chinese with English abstract) DOI: 10.3969/j.issn.1001-4810.2013.02.007
    [17]
    黄健民, 郭宇, 胡让全, 等. 广州金沙洲地面沉降成因分析[J]. 中国地质灾害与防治学报,2013,24(2):61 − 67. [HUANG Jianmin, GUO Yu, HU Rangquan, et al. Analysis of land subsidence in Jinshazhou area, Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control,2013,24(2):61 − 67. (in Chinese with English abstract)
    [18]
    郑小战, 郭宇, 戴建玲, 等. 广州市典型岩溶塌陷区岩溶发育及影响因素[J]. 热带地理,2014,34(6):794 − 803. [ZHENG Xiaozhan, GUO Yu, DAI Jianling, et al. Karst development and influencing factors in typical karst collapse districts of Guangzhou[J]. Tropical Geography,2014,34(6):794 − 803. (in Chinese with English abstract)
    [19]
    郑小战, 郭宇, 戴建玲, 等. 岩溶区线性工程影响下的地下水监测及数值模拟研究: 以广州市金沙洲为例[J]. 中国岩溶,2016,35(6):657 − 666. [ZHENG Xiaozhan, GUO Yu, DAI Jianling, et al. Groundwater monitoring and numerical simulation under the influence of linear engineering in karst areas: A case study of the Jinshazhou area, Guangzhou City[J]. Carsologica Sinica,2016,35(6):657 − 666. (in Chinese with English abstract)
    [20]
    郭宇, 黄健民, 周志远, 等. 广东广州市白云区金沙洲地区地质灾害现状及防治对策[J]. 中国地质灾害与防治学报,2013,24(3):100 − 104. [GUO Yu, HUANG Jianmin, ZHOU Zhiyuan, et al. Geological hazard situation and control countermeasures in Jinshazhou area, Baiyun district of Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control,2013,24(3):100 − 104. (in Chinese with English abstract)
    [21]
    郭宇, 黄健民, 陈建新, 等. 广州市白云区金沙洲地区地质灾害风险区划[J]. 热带地理,2013,33(6):659 − 665. [GUO Yu, HUANG Jianmin, CHEN Jianxin, et al. Regionalization of geological disaster risk in Jinshazhou area, Baiyun district, Guangzhou[J]. Tropical Geography,2013,33(6):659 − 665. (in Chinese with English abstract)
    [22]
    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. [SU Koulin, HUANG Yonggui, ZHENG Xiaozhan. Karst ground subsidence and stability evaluation for datansha, Guangzhou[J]. Tropical Geography,2012,32(2):167 − 172. (in Chinese with English abstract) DOI: 10.3969/j.issn.1001-5221.2012.02.009
    [23]
    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. [LUO Rong, ZHENG Xiaozhan, ZHANG Fan, et al. Study of karst development rule in Chini Town in northwest Guanghua basin[J]. Tropical Geography,2011,31(6):565 − 569. (in Chinese with English abstract)
    • Related Articles

  • Related Articles

    [1]Xiaoming WANG, Tao LIU, Zhanpeng YI. Karst ground collapse in Huadu District of Guangzhou based on comprehensive index method Risk zoning assessment[J]. The Chinese Journal of Geological Hazard and Control. DOI: 10.16031/j.cnki.issn.1003-8035.2022.0000-00
    [2]Zhongzhong WANG, Zhuohan ZHUANG, Feiyue HU, Wenlong HUANG. Formation conditions and susceptibility assessment of karst collapses in the northern hilly area of Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control, 2024, 35(4): 163-172. DOI: 10.16031/j.cnki.issn.1003-8035.202311008
    [3]Jiaqi MU, Jianqi ZHUANG, Shibao WANG, Jiaxu KONG, Chenhui DU. Evaluation of landslide susceptibility in Ya’an City based on depth neural network model[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 157-168. DOI: 10.16031/j.cnki.issn.1003-8035.202204002
    [4]Feng WANG, Fan YANG, Zhongrong JIANG, E WU, Guan WANG. Susceptibility assessment of debris flow based on watershed units in Kangding City, Sichuan Province[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(3): 145-156. DOI: 10.16031/j.cnki.issn.1003-8035.202205038
    [5]Gongyan CHEN, Ting LI, Jun CHEN, Sangmu PUBU, Zhuomu AWANG, Jie WANG. Primary establishment of an early warning model of debris flow hazards in Nyingchi City of Tibetan autonomous region based on raster runoff simulation[J]. The Chinese Journal of Geological Hazard and Control, 2023, 34(1): 110-120. DOI: 10.16031/j.cnki.issn.1003-8035.202201002
    [6]Qingding HAN, Xiyi LUO. Analysis on the formation mechanism and development process of karst collapses in Lijia Village, Gaoming District of Foshan City[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(4): 56-64. DOI: 10.16031/j.cnki.issn.1003-8035.2021.04-08
    [7]Qingding HAN, Xiyi LUO, Shouyong YI, Jie ZOU. Characteristics and spatial-temporal distribution law of karst collapse in Sanzhou basin in Gaoming District of Foshan City, Guangdong Province[J]. The Chinese Journal of Geological Hazard and Control, 2021, 32(3): 131-139. DOI: 10.16031/j.cnki.issn.1003-8035.2021.03-17
    [8]DING Chen. Karst development law of Huashan Town and Huadong Town in Huadu District of Guangzhou City[J]. The Chinese Journal of Geological Hazard and Control, 2020, 31(6): 122-129. DOI: 10.16031/j.cnki.issn.1003-8035.2020.06.16
    [9]GUO Yu, ZHOU Xinjing, ZHENG Xiaozhan, LI Jingjing. Analysis on formation mechanism and process of karst collapse in Xiamao Village, Guangzhou City of Guangdong Province[J]. The Chinese Journal of Geological Hazard and Control, 2020, 31(5): 54-59. DOI: 10.16031/j.cnki.issn.1003-8035.2020.05.08

  • Cited by

    Periodical cited type(8)

    1. 杨忠平，高宇豪，何科均，卢丙清，杨发祥. 基于易发性和降雨阈值的岩溶塌陷风险预测. 地下空间与工程学报. 2025(02): 672-683 .
    2. 王忠忠，庄卓涵，胡飞跃，黄文龙. 广州北部丘陵区岩溶塌陷形成条件与易发性评价. 中国地质灾害与防治学报. 2024(04): 163-172 . 本站查看
    3. 何涛. 广州某砂土覆盖型喀斯特形成原因、失稳塌陷机理及注浆防治分析. 工程技术研究. 2023(01): 49-51 .
    4. 韩振玉，张仁勇，吴英梅，杜荔萍，原帅帅. 烟台市栖霞中桥岩溶塌陷特征成因与综合治理措施研究. 地下水. 2023(04): 182-185 .
    5. 赵威. 京广铁路浅覆盖型岩溶路基注浆整治策略. 铁道建筑. 2023(08): 130-134 .
    6. 孙伟. 广东省英德市城南社区岩溶塌陷发育特征及成因分析. 中国地质灾害与防治学报. 2023(05): 74-80 . 本站查看
    7. 王忠忠，黄文龙，庄卓涵，胡飞跃，刘广宁. 珠三角丘陵山区岩溶塌陷发育特征及地质模式——以广州北部为例. 地质与勘探. 2023(06): 1304-1314 .
    8. 贾龙，雷明堂，程小杰. 基于井中超声波成像的岩溶特征高精度探测和评价. 地质通报. 2022(Z1): 453-460 .

    Other cited types(2)

Catalog

    Get Citation
    PDF
    XML
    Article views (522) PDF downloads (357) Cited by(10)

    Email alert

    RSS

    • Address: 20 Dahui temple, Haidian District, Beijing
    • Distribution contact：010-60850957
    • Advertising contact：010-60850956
    • Notice of advertisement release registration：京海工商广登字20170026号
    • Copyright：Editorial Office of The Chinese Journal of Geological Hazard and Control 京ICP备12022220号-1  百度统计

    Links：

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return