ISSN 1000-3665 CN 11-2202/P
  • Included in Scopus
  • Included in DOAJ
  • Included in WJCI Report
  • Chinese Core Journals
  • The Key Magazine of China Technology
  • Included in CSCD
Wechat
LIUJian, . Source identification of water inrush in tunnel based on SVM[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 26-30.
Citation: LIUJian, . Source identification of water inrush in tunnel based on SVM[J]. Hydrogeology & Engineering Geology, 2012, 39(5): 26-30.

Source identification of water inrush in tunnel based on SVM

More Information
  • Source identification of water inrush in tunnel is quite important to water flow predication and prevention and cure on groundwater inundation. In order to offer scientific reference to the departments of construction and management, Support Vector Machines is introduced to build a model to identify source of groundwater inrush in tunnel, based on the chemical information of groundwater inrush in tunnel and its possible sources. Application of this model to the Tongluoshan tunnel in Dianjiang to Linshui expressway reveals that the karst waterbearing system in the Jialingjiang formation and Leikoupo formation is the major supplier rather than the waterbearing system in the factured Xujiahe formation, due to the difference of the water abundance. This conclusion corresponds to the phenomena reflected by dynamic monitoring of surface water, wells and springs, as well as water flow from mines, indicating that SVM is valuable to source identification of water inrush in tunnel.
  • Related Articles

    [1]ZHANG Jianliang, LI Wenpeng, SUN Zihang, LI Changqing, WAN Jinwei. A study of the well-forming technology of a cluster monitoring well[J]. Hydrogeology & Engineering Geology, 2021, 48(1): 44-48. DOI: 10.16030/j.cnki.issn.1000-3665.201912064
    [2]YANG Yajun, DING Guiling, XU Wei, LI Haijing, LU He, WANG Yushi, ZHANG Junhua, WANG Yihong. Tracer test and geothermal resource quantity evaluation based on dynamic data in the Xiaotangshan area of Beijing[J]. Hydrogeology & Engineering Geology, 2020, 47(5): 196-200. DOI: 10.16030/j.cnki.issn.1000-3665.201808029
    [3]LIU He, LUO Yong, LEI Kunchao, KONG Xiangru, ZHAO Long, WANG Xinhui, QI Minghuan. Hydrochemical characteristics and dynamic evolution of hydrochemical field for the produced water of CBM wells[J]. Hydrogeology & Engineering Geology, 2019, 46(2): 92-99. DOI: 10.16030/j.cnki.issn.1000-3665.2019.02.13
    [4]PENGPeng, . Application of multisensor valuation based on Bayes fusion theory to the dynamic deformation for landslide monitoring[J]. Hydrogeology & Engineering Geology, 2012, 39(1): 120-120.
    [5]CHENGYan-pei, . Wetland dynamic monitoring in central Asia based on MODIS image[J]. Hydrogeology & Engineering Geology, 2010, 37(5): 33-37.
    [6]WANGHao. Analysis on displacement characteristic of lining structure of karst tunnel lateral filled with water[J]. Hydrogeology & Engineering Geology, 2010, 37(3): 53-58.
    [7]JIANGZhen-jiao, . The application of the electrical resistivity tomography in hydrology:An overview[J]. Hydrogeology & Engineering Geology, 2010, 37(2): 21-26.
    [8]LIUJian, . Inversion and predication of inflow in tunnel based on time-series model[J]. Hydrogeology & Engineering Geology, 2009, 36(6): 6-9.
    [9]CHENGXiao-wei, . Dynamic monitoring of the control prjecet of the Jietai Temple landslide in Beijing[J]. Hydrogeology & Engineering Geology, 2009, 36(3): 123-127.
    [10]ZHOUYang-xiao, . Groundwater quality monitoring and assessment[J]. Hydrogeology & Engineering Geology, 2008, 35(1): 1-11.
  • Cited by

    Periodical cited type(9)

    1. 马彦军,吴红刚,秦昌乐,庞军,谌清,徐汶瀚. 山区斜坡中微型桩及油气管道变形机制模型试验研究. 岩石力学与工程学报. 2024(03): 728-741 .
    2. 张纪星,宋京雷,刘洪,王亚山,刘宝生. 江苏省宜兴地区碎石土滑坡地质灾害特征及防治措施研究. 世界地质. 2024(03): 452-461 .
    3. 张海蛟. 基于“楔紧”作用的微型抗滑桩合理桩间距研究. 黑龙江交通科技. 2023(03): 9-12 .
    4. 毛帅,邹浩,穆景超,王超,陈慧娟,胡聪. 微型桩技术在堆积层滑坡应急处置中的应用——以湖北英山县石鼓寺滑坡为例. 华南地质. 2023(04): 724-732 .
    5. 沈茂丁,孟建,崔少东. 微型桩在山区油气管道防护中的变形机制模型试验研究. 自然灾害学报. 2023(06): 208-219 .
    6. 穆成林,裴向军,王睿,王超. 基于物理模型试验的含多层软弱夹层顺层开挖高边坡变形破坏特征分析. 中国地质灾害与防治学报. 2022(03): 61-67 .
    7. 周德泉,冯晨曦,肖灿,胡鹏,曹之烨,刘承昕,朱沁,蔡港旗. 倾斜软基上斜直桩组合结构单侧受力破坏模式试验. 中国公路学报. 2021(07): 201-214 .
    8. 陈贺,张玉芳,张新民,魏少伟. 高压注浆钢花管微型桩抗滑特性足尺模型试验研究. 岩土力学. 2020(02): 428-436 .
    9. 夏长城. 抗剪强度参数对库岸堆积碎石土边坡稳定性影响的实验研究. 水利技术监督. 2020(06): 273-275 .

    Other cited types(10)

Catalog

    Article views (1515) PDF downloads (734) Cited by(19)

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return