China Geological Environmental Monitoring InstituteHost
Advanced Search
Previous Article Next Article
2025 Vol. 52, No. 1
Article Contents
Article navigation > Hydrogeology & Engineering Geology > 2025 > 52(1): 53-61
Next Article Previous Article

JIANG Fuwei, TANG Shujun, DENG Xiaofei, LI Zhenchao, ZHANG Fawang, YIN Hongyuan. Predicting the critical drainage induced by soil seepage failure during pumping in foundation pit construction[J]. Hydrogeology & Engineering Geology, 2025, 52(1): 53-61. doi: 10.16030/j.cnki.issn.1000-3665.202401044
Citation: JIANG Fuwei, TANG Shujun, DENG Xiaofei, LI Zhenchao, ZHANG Fawang, YIN Hongyuan. Predicting the critical drainage induced by soil seepage failure during pumping in foundation pit construction[J]. Hydrogeology & Engineering Geology, 2025, 52(1): 53-61. doi: 10.16030/j.cnki.issn.1000-3665.202401044
shu

Predicting the critical drainage induced by soil seepage failure during pumping in foundation pit construction

  • 1.

    School of Water Resources and Environment, East China University of Technology, Nanchang, Jiangxi　330013, China

  • 2.

    Qinghai Bureau of Environmental Geology Exploration, Xining, Qinghai　810008, China

  • 3.

    Qinghai 906 Engineering Survey and Design Institute, Xining, Qinghai　810007, China

  • 4.

    Center for Hydrogeology and Environmental Geology, China Geological Survey, Tianjin　300304, China

  • 5.

    China Railway First Survey and Design Institute Group Ltd., Xi’an, Shaanxi　710043, China

More Information
Received Date:  18 January 2024
Revised Date:  27 March 2024
Publish Date:  15 January 2025
    Abstract

  • In the construction of foundation pits with shallow groundwater levels, improper control of pumping strength often leads to soil penetration failure, resulting in engineering accidents, casualties, and property losses. Currently, existing research mainly focuses on soil conditions, settlement deformation prediction, construction pumping measures, etc., and rarely involves the critical pumping quantity. However, the critical pumping quantity is a key parameter for pumping safety in foundation pit construction and there is no effective method to calculate or test this parameter. Based on Darcy’s law and the equivalent infinitesimal formula, and the formula for calculating the permeability coefficient of pumping tests recommended by the specification for borehole pumping test of hydropower projects （NB/T 35103—2017）, this study deduced the expressions of critical pumping quantity of the seepage failure under four conditions, including submersible incomplete hole, submersible integral hole, confined water incomplete hole and confined water integral hole. To ensure that the calculated result is more effective, the calculated expression was modified by introducing correction coefficient. The results indicate that the relationship between the critical drawdown volume for inducing soil permeability failure in the four cases and the critical permeability velocity is linear, suggesting that measuring the critical permeability velocity of the soil at the site can determine the critical drawdown volume. In a case study of basement excavation in Hohhot, it is found that the cobble layer has the highest potential for water permeability failure. Laboratory measurements revealed a critical permeability velocity for its failure of 7.1×10−4 m/s. To prevent damage to this layer during pumping, an artesian well SJ1 with a designed critical drawdown volume of 174.45 m3/d was used, and actual pumping volumes were controlled within 150 m3/d without observing any permeability failures, demonstrating applicability of the proposed method. Therefore, compared to existing qualitative experience-based methods for predicting critical drawdown volumes in basement excavation, the quantitative calculation method holds greater practical application value.

    • FullText(HTML)
  • 加载中
    • References
  • [1] 罗凤江. 长江漫滩地区深基坑降水设计与施工问题分析[J]. 市政技术,2023,41(11):130 − 136. [LUO Fengjiang. Dewatering design and construction analysis of deep foundation pit in flood area of Yangtze River[J]. Journal of Municipal Technology,2023,41(11):130 − 136. (in Chinese with English abstract)]

    Google Scholar

    LUO Fengjiang. Dewatering design and construction analysis of deep foundation pit in flood area of Yangtze River[J]. Journal of Municipal Technology, 2023, 41（11）: 130 − 136. （in Chinese with English abstract）

    Google Scholar

    [2] 主灿,张云,何国峰,等. 天津滨海新区抽水引起地面沉降现场试验研究[J]. 水文地质工程地质,2018,45(2):159 − 164. [ZHU Can,ZHANG Yun,HE Guofeng,et al. In-situ tests of land subsidence caused by pumping in the Tianjin Binhai New Area[J]. Hydrogeology & Engineering Geology,2018,45(2):159 − 164. (in Chinese with English abstract)]

    Google Scholar

    ZHU Can, ZHANG Yun, HE Guofeng, et al. In-situ tests of land subsidence caused by pumping in the Tianjin Binhai New Area[J]. Hydrogeology & Engineering Geology, 2018, 45（2）: 159 − 164. （in Chinese with English abstract）

    Google Scholar

    [3] 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,LYU 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)]

    Google Scholar

    HUANG Jianmin, LYU 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）

    Google Scholar

    [4] 赵燕容,董小松,李猛,等. 基于抗突涌稳定性安全系数控制的基坑降水最优化模型研究[J]. 水力发电,2023,49(4):23 − 28. [ZHAO Yanrong,DONG Xiaosong,LI Meng,et al. Study on the optimization model of foundation pit dewatering based on safety coefficient control of anti-inrushing stability[J]. Water Power,2023,49(4):23 − 28. (in Chinese with English abstract)]

    Google Scholar

    ZHAO Yanrong, DONG Xiaosong, LI Meng, et al. Study on the optimization model of foundation pit dewatering based on safety coefficient control of anti-inrushing stability[J]. Water Power, 2023, 49（4）: 23 − 28. （in Chinese with English abstract）

    Google Scholar

    [5] 王长生,王浩楠,李良琦,等. 强透水地层基坑降水对渗透变形和沉降安全的影响分析[J]. 人民黄河,2023,45(4):143 − 149. [WANG Changsheng,WANG Haonan,LI Liangqi,et al. Analysis of foundation pit dewatering on seepage deformation and ground settlement safety in strong permeable stratum[J]. Yellow River,2023,45(4):143 − 149. (in Chinese with English abstract)]

    Google Scholar

    WANG Changsheng, WANG Haonan, LI Liangqi, et al. Analysis of foundation pit dewatering on seepage deformation and ground settlement safety in strong permeable stratum[J]. Yellow River, 2023, 45（4）: 143 − 149. （in Chinese with English abstract）

    Google Scholar

    [6] 栗晴瀚,张静涛,郑刚,等. 含水层越流情况下基坑降水引发变形机理及控制措施[J]. 土木工程学报,2023,56(5):89 − 101. [LI Qinghan,ZHANG Jingtao,ZHENG Gang,et al. Mechanisms and countermeasures of deformation induced by dewatering of excavation in leaky aquifers[J]. China Civil Engineering Journal,2023,56(5):89 − 101. (in Chinese with English abstract)]

    Google Scholar

    LI Qinghan, ZHANG Jingtao, ZHENG Gang, et al. Mechanisms and countermeasures of deformation induced by dewatering of excavation in leaky aquifers[J]. China Civil Engineering Journal, 2023, 56（5）: 89 − 101. （in Chinese with English abstract）

    Google Scholar

    [7] 任壮,丁春林,吴烁,等. 富水软弱地层基坑开挖中的土体变形与渗流特性[J]. 城市轨道交通研究,2022,25(8):107 − 111. [REN Zhuang,DING Chunlin,WU Shuo,et al. Soil deformation and seepage characteristics of foundation pit excavation engineering in water-rich soft stratum[J]. Urban Mass Transit,2022,25(8):107 − 111. (in Chinese with English abstract)]

    Google Scholar

    REN Zhuang, DING Chunlin, WU Shuo, et al. Soil deformation and seepage characteristics of foundation pit excavation engineering in water-rich soft stratum[J]. Urban Mass Transit, 2022, 25（8）: 107 − 111. （in Chinese with English abstract）

    Google Scholar

    [8] 于丽,王明年. 成都卵石土深基坑施工降水对地表变形的影响[J]. 四川建筑科学研究,2016,42(2):51 − 54. [YU Li,WANG Mingnian. Ground settlement caused by pumping when deep foundation was constructed in Chengdu[J]. Sichuan Building Science,2016,42(2):51 − 54. (in Chinese with English abstract)]

    Google Scholar

    YU Li, WANG Mingnian. Ground settlement caused by pumping when deep foundation was constructed in Chengdu[J]. Sichuan Building Science, 2016, 42（2）: 51 − 54. （in Chinese with English abstract）

    Google Scholar

    [9] 贾亚杰,梁发云,崔振东,等. 基于层间位移协调的承压水降压引起土层变形分析[J]. 岩土力学,2016,37(增刊1):42 − 48. [JIA Yajie,LIANG Fayun,CUI Zhendong,et al. Analysis of soil deformation caused by decompression of confined water based on displacement coordination condition[J]. Rock and Soil Mechanics,2016,37(Sup1):42 − 48. (in Chinese with English abstract)]

    Google Scholar

    JIA Yajie, LIANG Fayun, CUI Zhendong, et al. Analysis of soil deformation caused by decompression of confined water based on displacement coordination condition[J]. Rock and Soil Mechanics, 2016, 37（Sup1）: 42 − 48. （in Chinese with English abstract）

    Google Scholar

    [10] 刘波,张功,江永华,等. 基于变渗透系数的深基坑单井抽水沉降研究[J]. 工程地质学报,2014,22(6):1123 − 1127. [LIU Bo,ZHANG Gong,JIANG Yonghua,et al. Settlement research on single pumping well of foundation pit using changeable permeability coefficient model[J]. Journal of Engineering Geology,2014,22(6):1123 − 1127. (in Chinese with English abstract)]

    Google Scholar

    LIU Bo, ZHANG Gong, JIANG Yonghua, et al. Settlement research on single pumping well of foundation pit using changeable permeability coefficient model[J]. Journal of Engineering Geology, 2014, 22（6）: 1123 − 1127. （in Chinese with English abstract）

    Google Scholar

    [11] 黄建华,李瑞. 基于HS-Small模型临江深基坑降水变形特性分析[J]. 水电能源科学,2023,41(11):116 − 120. [HUANG Jianhua,LI Rui. Analysis of deformation characteristics of deep foundation pit dewatering closes to the river based on HS-small model[J]. Water Resources and Power,2023,41(11):116 − 120. (in Chinese with English abstract)]

    Google Scholar

    HUANG Jianhua, LI Rui. Analysis of deformation characteristics of deep foundation pit dewatering closes to the river based on HS-small model[J]. Water Resources and Power, 2023, 41（11）: 116 − 120. （in Chinese with English abstract）

    Google Scholar

    [12] 李莎,成建梅,宫辉力. 基于变渗透系数的地下水开采-地面沉降三维模拟研究[J]. 水文地质工程地质,2018,45(3):14 − 21. [LI Sha,CHENG Jianmei,GONG Huili. Three dimensional simulation of groundwater exploitation and land subsidence based on variable permeability[J]. Hydrogeology & Engineering Geology,2018,45(3):14 − 21. (in Chinese with English abstract)]

    Google Scholar

    LI Sha, CHENG Jianmei, GONG Huili. Three dimensional simulation of groundwater exploitation and land subsidence based on variable permeability[J]. Hydrogeology & Engineering Geology, 2018, 45（3）: 14 − 21. （in Chinese with English abstract）

    Google Scholar

    [13] 骆勇,祝晓彬,郭飞,等. 不同方法求解疏排水引起的地面沉降对比研究[J]. 水文地质工程地质,2018,45(5):150 − 157. [LUO Yong,ZHU Xiaobin,GUO Fei,et al. A comparative study of land subsidence caused by drainage with different methods[J]. Hydrogeology & Engineering Geology,2018,45(5):150 − 157. (in Chinese with English abstract)]

    Google Scholar

    LUO Yong, ZHU Xiaobin, GUO Fei, et al. A comparative study of land subsidence caused by drainage with different methods[J]. Hydrogeology & Engineering Geology, 2018, 45（5）: 150 − 157. （in Chinese with English abstract）

    Google Scholar

    [14] 蔡娇娇,冯晓腊,李滕龙,等. 武汉一级阶地基坑降水引起土层水位变化及压缩变形研究[J]. 水文地质工程地质,2018,45(2):90 − 95. [CAI Jiaojiao,FENG Xiaola,LI Tenglong,et al. Research on groundwater level variation and ground subsidence caused by foundation pit dewatering at the Wuhan first terrace[J]. Hydrogeology & Engineering Geology,2018,45(2):90 − 95. (in Chinese with English abstract)]

    Google Scholar

    CAI Jiaojiao, FENG Xiaola, LI Tenglong, et al. Research on groundwater level variation and ground subsidence caused by foundation pit dewatering at the Wuhan first terrace[J]. Hydrogeology & Engineering Geology, 2018, 45（2）: 90 − 95. （in Chinese with English abstract）

    Google Scholar

    [15] 李晓生. 富水深厚砂卵石地层深基坑降水引起的地层沉降预测[J]. 河南科技大学学报(自然科学版),2023,44(1):77 − 83. [LI Xiaosheng. Prediction of stratum deformation caused by deep foundation pit dewatering in water-rich and deep sandy pebble stratum[J]. Journal of Henan University of Science and Technology (Natural Science),2023,44(1):77 − 83. (in Chinese with English abstract)]

    Google Scholar

    LI Xiaosheng. Prediction of stratum deformation caused by deep foundation pit dewatering in water-rich and deep sandy pebble stratum[J]. Journal of Henan University of Science and Technology （Natural Science）, 2023, 44（1）: 77 − 83. （in Chinese with English abstract）

    Google Scholar

    [16] 李雷明,蒋昊楠. 轻型井点降水在粉质土基坑中的运用[J]. 人民黄河,2023,45(增刊1):173 − 174. [LI Leiming,JIANG Haonan. Application of light well point dewatering in silty soil foundation pit[J]. Yellow River,2023,45(Sup1):173 − 174. (in Chinese with English abstract)]

    Google Scholar

    LI Leiming, JIANG Haonan. Application of light well point dewatering in silty soil foundation pit[J]. Yellow River, 2023, 45（Sup1）: 173 − 174. （in Chinese with English abstract）

    Google Scholar

    [17] 祁凌飞,曲新钢,周山君,等. 富水砂层深基坑悬挂式止水帷幕降水方案优化研究[J]. 工程力学,2023,40(增刊1):213 − 218. [QI Lingfei,QU Xingang,ZHOU Shanjun,et al. Dewatering design optimization for deep excavation with suspended impervious curtain in water-sandy layer [J]. Engineering Mechanics,2023,40(Sup 1):213 − 218. (in Chinese with English abstract)]

    Google Scholar

    QI Lingfei, QU Xingang, ZHOU Shanjun, et al. Dewatering design optimization for deep excavation with suspended impervious curtain in water-sandy layer [J]. Engineering Mechanics, 2023, 40（Sup 1）: 213 − 218. （in Chinese with English abstract）

    Google Scholar

    [18] 孟立民,王珂,冯澄宇,等. 富水厚砂层地铁车站洞桩法施工降水关键技术及监测分析[J]. 现代城市轨道交通,2022(11):42 − 46. [MENG Limin,WANG Ke,FENG Chengyu,et al. Key technique of dewatering and monitoring analysis for Pile-Beam-Arch-method (PBA method) construction of metro station in water-rich thick sand strata[J]. Modern Urban Transit,2022(11):42 − 46. (in Chinese with English abstract)]

    Google Scholar

    MENG Limin, WANG Ke, FENG Chengyu, et al. Key technique of dewatering and monitoring analysis for Pile-Beam-Arch-method （PBA method） construction of metro station in water-rich thick sand strata[J]. Modern Urban Transit, 2022（11）: 42 − 46. （in Chinese with English abstract）

    Google Scholar

    [19] 黄弈茗,刘国强,赵永宽,等. 复杂环境超深基坑降水施工技术[J]. 建筑施工,2023,45(3):442 − 445. [HUANG Yiming,LIU Guoqiang,ZHAO Yongkuan,et al. Dewatering construction technology of ultra-deep foundation pit in complex environment[J]. Building Construction,2023,45(3):442 − 445. (in Chinese with English abstract)]

    Google Scholar

    HUANG Yiming, LIU Guoqiang, ZHAO Yongkuan, et al. Dewatering construction technology of ultra-deep foundation pit in complex environment[J]. Building Construction, 2023, 45（3）: 442 − 445. （in Chinese with English abstract）

    Google Scholar

    [20] 刁钰,高泽东,郑刚,等. 天津市基坑抽排地下水量计量研究[J]. 岩土工程学报,2019,41(增刊1):69 − 72. [DIAO Yu,GAO Zedong,ZHENG Gang,et al. Measurement of groundwater dewatering in excavations in Tianjin[J]. Chinese Journal of Geotechnical Engineering,2019,41(Sup1):69 − 72. (in Chinese with English abstract)]

    Google Scholar

    DIAO Yu, GAO Zedong, ZHENG Gang, et al. Measurement of groundwater dewatering in excavations in Tianjin[J]. Chinese Journal of Geotechnical Engineering, 2019, 41（Sup1）: 69 − 72. （in Chinese with English abstract）

    Google Scholar

    [21] 姜伏伟,张发旺,柳林,等. 南宁地铁施工降水诱发岩溶塌陷条件及安全防控措施[J]. 中国岩溶,2018,37(3):415 − 420. [JIANG Fuwei,ZHANG Fawang,LIU Lin,et al. Dewatering induced Karst collapse conditions and safety prevention and control measures in Nanning subway construction[J]. Carsologica Sinica,2018,37(3):415 − 420. (in Chinese with English abstract)] doi: 10.11932/karst20180312

    CrossRef Google Scholar

    JIANG Fuwei, ZHANG Fawang, LIU Lin, et al. Dewatering induced Karst collapse conditions and safety prevention and control measures in Nanning subway construction[J]. Carsologica Sinica, 2018, 37（3）: 415 − 420. （in Chinese with English abstract） doi: 10.11932/karst20180312

    CrossRef Google Scholar

    [22] 柳林,姜伏伟,张发旺,等. 岩溶地下工程施工抽水诱发黏土层地面塌陷机理及临界条件探讨[J]. 中国岩溶,2019,38(5):752 − 758. [LIU Lin,JIANG Fuwei,ZHANG Fawang,et al. Discussion on the mechanism and critical condition of ground collapse of clay layer induced by Karst groundwater pumping in underground engineering construction[J]. Carsologica Sinica,2019,38(5):752 − 758. (in Chinese with English abstract)] doi: 10.11932/karst20190511

    CrossRef Google Scholar

    LIU Lin, JIANG Fuwei, ZHANG Fawang, et al. Discussion on the mechanism and critical condition of ground collapse of clay layer induced by Karst groundwater pumping in underground engineering construction[J]. Carsologica Sinica, 2019, 38（5）: 752 − 758. （in Chinese with English abstract） doi: 10.11932/karst20190511

    CrossRef Google Scholar

    [23] 中华人民共和国国家能源局. 水电工程钻孔抽水试验规程:NB/T 35103—2017[S]. 北京:中国电力出版社,2017. [National Energy Administration of People’s Republic of China . Specification for borehole pumping test of hydropower projects:NB/T 35103—2017[S]. Beijing: China Electric Power Press,2017.(in Chinese)]

    Google Scholar

    National Energy Administration of People’s Republic of China . Specification for borehole pumping test of hydropower projects: NB/T 35103—2017[S]. Beijing: China Electric Power Press, 2017.（in Chinese）

    Google Scholar

    [24] 方光秀,马祥,罗江波. 地铁车站超深基坑工程大口径管井降水的设计与施工[J]. 施工技术,2012,41(13):13 − 17. [FANG Guangxiu,MA Xiang,LUO Jiangbo. Design and construction of large well dewatering in ultra-deep foundation excavation of subway stations[J]. Construction Technology,2012,41(13):13 − 17. (in Chinese with English abstract)]

    Google Scholar

    FANG Guangxiu, MA Xiang, LUO Jiangbo. Design and construction of large well dewatering in ultra-deep foundation excavation of subway stations[J]. Construction Technology, 2012, 41（13）: 13 − 17. （in Chinese with English abstract）

    Google Scholar

    [25] 王玉喜. 砂卵石地层地铁车站降水施工技术[J]. 国防交通工程与技术,2014,12(3):71 − 73. [WANG Yuxi. The dewatering techniques for the construction of the subway station in the sand and gravel stratum[J]. Traffic Engineering and Technology for National Defence,2014,12(3):71 − 73. (in Chinese with English abstract)]

    Google Scholar

    WANG Yuxi. The dewatering techniques for the construction of the subway station in the sand and gravel stratum[J]. Traffic Engineering and Technology for National Defence, 2014, 12（3）: 71 − 73. （in Chinese with English abstract）

    Google Scholar

    [26] 王冲,项后军,余颂. 基于大口径稳定流抽水试验的基坑降水方案设计[J]. 中国勘察设计,2021(4):89 − 93. [WANG Chong,XIANG Houjun,YU Song. Design of dewatering scheme for foundation pit based on large-diameter steady-flow pumping test[J]. China Engineering Consulting,2021(4):89 − 93. (in Chinese with English abstract)] doi: 10.3969/j.issn.1006-9607.2021.04.024

    CrossRef Google Scholar

    WANG Chong, XIANG Houjun, YU Song. Design of dewatering scheme for foundation pit based on large-diameter steady-flow pumping test[J]. China Engineering Consulting, 2021（4）: 89 − 93. （in Chinese with English abstract） doi: 10.3969/j.issn.1006-9607.2021.04.024

    CrossRef Google Scholar

    [27] 马健,冯科明. 大口径管井降水在北京地铁施工中的应用[J]. 岩土工程技术,2012,26(4):204 − 207. [MA Jian,FENG Keming. Application of large diameter tube well dewatering in subway construction[J]. Geotechnical Engineering Technique,2012,26(4):204 − 207. (in Chinese with English abstract)] doi: 10.3969/j.issn.1007-2993.2012.04.011

    CrossRef Google Scholar

    MA Jian, FENG Keming. Application of large diameter tube well dewatering in subway construction[J]. Geotechnical Engineering Technique, 2012, 26（4）: 204 − 207. （in Chinese with English abstract） doi: 10.3969/j.issn.1007-2993.2012.04.011

    CrossRef Google Scholar

    • Relative Articles
  • Cited by
  • Supplements
    • Proportional views
  • 加载中
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(2)

Tables(2)

Export Citation
PDF
XML

Article Metrics

Article views(213) PDF downloads(40) Cited by(0)

Access History

Other Articles By Authors

Catalog

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    版权所有：中国地质调查局发展研究中心 copyright @2020