Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 46 Issue 2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
Supplements
WANG Yuan, GONG Jiakun, QIU Haotian, QI Tian. Experimental study on application of foam fluids in restraining seepage failure of soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293
Citation: WANG Yuan, GONG Jiakun, QIU Haotian, QI Tian. Experimental study on application of foam fluids in restraining seepage failure of soils[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(2): 366-374. DOI: 10.11779/CJGE20221293
shu

Experimental study on application of foam fluids in restraining seepage failure of soils

  • 1.

    College of Water Conservancy & Hydropower Engineering, Hohai University, Nanjing 210024, China

  • 2.

    College of Mechanics and Materials, Hohai University, Nanjing 210024, China

More Information
  • Received Date: October 19, 2022
  • Available Online: February 05, 2024
    Graphical Abstract
    • Abstract
  • Embankment project is an important part of the disaster prevention and reduction system of China. Seepage failure, such as piping is a serious challenge to the safety of the embankment project. Currently, the treatment of piping risk still relies on the traditional method and huge-crowd strategy. Foam fluids have great application potential for suppressing the occurrence and development of piping. In this study, a new technology is proposed for restraining seepage failure by the foam fluids based on their capability to increase flow resistance and adjust the seepage field of the heterogeneous embankment foundation. In order to investigate the feasibility of foam application in restraining the seepage failure of embankments and the related mechanisms, an experimental system is developed for studying foam-restraining of seepage failure. A series of experiments including the traditional piping experiments and foam-restraining experiments under various foam occurrence conditions are conducted. The results show that the foam can effectively restrain the seepage failure of embankments, and the effects are affected by the foam occurrence area. The mechanisms including reducing soil permeability, retraining soil particle migration and increasing flow resistance.
    • FullText(HTML)
    • References (26)
  • [1]
    中华人民共和国水利部. 中国水利发展报告[R]. 北京: 中国水利水电出版社, 2021.

    Ministry of Water Resources of the People's Republic of China. China Water Development Report[R]. Beijing: China Water & Power Press, 2021. (in Chinese)
    [2]
    吴庆华, 张伟, 邬爱清, 等. 堤防管涌险情研究进展[J]. 长江科学院院报, 2019, 36(10): 39-44.

    WU Qinghua, ZHANG Wei, WU Aiqing, et al. Research progress on dyke piping[J]. Journal of Yangtze River Scientific Research Institute, 2019, 36(10): 39-44. (in Chinese)
    [3]
    GU L, YIN J B, ZHANG H B, et al. On future flood magnitudes and estimation uncertainty across 151 catchments in mainland China[J]. International Journal of Climatology, 2021, 41(S1): 779-800.
    [4]
    张家发, 曹星, 李思慎. 堤防加固设计中的若干技术问题[J]. 人民长江, 2000, 31(1): 9-10.

    ZHANG Jiafa, CAO Xing, LI Sishen. Some technical issues about dyke strengthening design[J]. Yangtze River, 2000, 31(1): 9-10. (in Chinese)
    [5]
    HADJHT T, SHERMANW C. Laboratory testing of filter sand slot sizes for reliefwels[J]. Journal of Geotechnical Engineering, 1990, 116(9): 1325-1346. doi: 10.1061/(ASCE)0733-9410(1990)116:9(1325)
    [6]
    吴昌瑜, 张伟, 李思慎, 等. 减压井机械淤堵机制与防治方法试验研究[J]. 岩土力学, 2009, 30(10): 3181-3187.

    WU Changyu, ZHANG Wei, LI Sishen, et al. Research on mechanical clogging mechanism of releaf well and its control method[J]. Rock and Soil Mechanics, 2009, 30(10): 3181-3187. (in Chinese)
    [7]
    毛昶熙, 段祥宝, 蔡金榜, 等. 堤防非稳定渗流几个关键值的经验公式[J]. 水利学报, 2004, 35(1): 52-56.

    MAO Changxi, DUAN Xiangbao, CAI Jinbang, et al. Empirical formulas for important parameters of unsteady seepage of levees[J]. Journal of Hydraulic Engineering, 2004, 35(1): 52-56. (in Chinese)
    [8]
    张家发, 吴昌瑜, 朱国胜. 堤基渗透变形扩展过程及悬挂式防渗墙控制作用的试验模拟[J]. 水利学报, 2002, 33(9): 108-111, 116.

    ZHANG Jiafa, WU Changyu, ZHU Guosheng. Experimental study on seepage deformation propagation control using impervious wall of suspension type[J]. Journal of Hydraulic Engineering, 2002, 33(9): 108-111, 116. (in Chinese)
    [9]
    王复明, 李嘉, 石明生, 等. 堤坝防渗加固新技术研究与应用[J]. 水力发电学报, 2016, 35(12): 1-11.

    WANG Fuming, LI Jia, SHI Mingsheng, et al. New seepage-proof and reinforcing technologies for dikes and dams and their applications[J]. Journal of Hydroelectric Engineering, 2016, 35(12): 1-11. (in Chinese)
    [10]
    JIANG N J, SOGA K. The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel–sand mixtures[J]. Géotechnique, 2017, 67(1): 42-55. doi: 10.1680/jgeot.15.P.182
    [11]
    ROSENBRAND E, VAN BEEK V, BEZUIJEN A, et al. Multi-scale experiments for a coarse sand barrier against backward erosion piping[J]. Géotechnique, 2022, 72(3): 216-226. doi: 10.1680/jgeot.19.P.358
    [12]
    毛昶熙. 堤防工程手册[M]. 北京: 中国水利水电出版社, 2009.

    MAO Changxi. Dikes Engineering Manual[M]. Beijing: China Water & Power Press, 2009. (in Chinese)
    [13]
    李兆敏, 徐正晓, 李宾飞, 等. 泡沫驱技术研究与应用进展[J]. 中国石油大学学报(自然科学版), 2019, 43(5): 118-127.

    LI Zhaomin, XU Zhengxiao, LI Binfei, et al. Advances in research and application of foam flooding technology[J]. Journal of China University of Petroleum (Edition of Natural Science), 2019, 43(5): 118-127. (in Chinese)
    [14]
    段海燕, 王雷. 我国石油工业二氧化碳地质封存研究[J]. 石油钻采工艺, 2009, 31(1): 121-124.

    DUAN Haiyan, WANG Lei. Study on the carbon dioxide geological storage in petroleum industry in China[J]. Oil Drilling & Production Technology, 2009, 31(1): 121-124. (in Chinese)
    [15]
    刘相良, 李英杰, 赵健艾, 等. 表面活性剂泡沫强化修复污染土壤研究进展[J]. 化学通报, 2017, 80(12): 1116-1122.

    LIU Xiangliang, LI Yingjie, ZHAO Jianai, et al. Research progress of surfactant foam-enhanced remediation technology for contaminated soil[J]. Chemistry, 2017, 80(12): 1116-1122. (in Chinese)
    [16]
    KOVSCEK A R, RADKE C J. Fundamentals of foam transport in porous media[M]// Foams: Fundamentals and Applications in the Petroleum Industry. SCHRAMM L L, Ed., Washington D C: American Chemical Society, 1994: 115-163.
    [17]
    VANDENBOER K, VAN BEEK V M, BEZUIJEN A. 3D character of backward erosion piping[J]. Géotechnique, 2018, 68(1): 86-90. doi: 10.1680/jgeot.16.P.091
    [18]
    DU D X, ZHANG X, LI Y G, et al. Experimental study on rheological properties of nanoparticle-stabilized carbon dioxide foam[J]. Journal of Natural Gas Science and Engineering, 2020, 75: 103140. doi: 10.1016/j.jngse.2019.103140
    [19]
    DU D X, ZHANG X, YU K Q, et al. Parameter screening study for optimizing the static properties of nanoparticle-stabilized CO2 foam based on orthogonal experimental design[J]. ACS Omega, 2020, 5(8): 4014-4023. doi: 10.1021/acsomega.9b03543
    [20]
    陈建生, 张华, 王霜, 等. 多层堤基中土层结构变化对管涌影响的试验研究[J]. 岩土工程学报, 2014, 36(12): 2213-2219. doi: 10.11779/CJGE201412008

    CHEN Jiansheng, ZHANG Hua, WANG Shuang, et al. Experimental researches on effect of foundation structure on piping in multilayer embankment[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2213-2219. (in Chinese) doi: 10.11779/CJGE201412008
    [21]
    王霜, 陈建生, 周鹏. 三层堤基中细砂层厚度对管涌影响的试验研究[J]. 岩土力学, 2015, 36(10): 2847-2854.

    WANG Shuang CHEN Jiangsheng, ZHOU Peng. Effect of thickness of fine sand layer on piping development in three-stratum dike foundation[J]. Rock and Soil Mechanics, 2015, 36(10): 2847-2854. (in Chinese)
    [22]
    陈建生, 何文政, 王霜, 等. 双层堤基管涌破坏过程中上覆层渗透破坏发生发展的试验与分析[J]. 岩土工程学报, 2013, 35(10): 1777-1783. http://www.cgejournal.com/cn/article/id/15295

    CHEN Jiansheng, HE Wenzheng, WANG Shuang, et al. Laboratory tests on development of seepage failure of overlying layer during piping of two-stratum dike foundation[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1777-1783. (in Chinese) http://www.cgejournal.com/cn/article/id/15295
    [23]
    倪小东, 王媛, 王飞. 管涌的砂槽试验研究及颗粒流模拟[J]. 四川大学学报(工程科学版), 2009, 41(6): 51-57.

    NI Xiangdong, WANG Yuan, WANG Fei. Study on piping by sand-bank model andsimulation by PFC3D[J]. Journal of Sichuan University(Engineering Science Editon), 2009, 41(6): 51-57. (in Chinese)
    [24]
    姚秋玲, 丁留谦, BEEK V V, 等. 非均质堤基管涌小尺寸试验模拟与预测模型研究[J]. 郑州大学学报(工学版), 2012, 33(5): 77-81.

    YAO Qiuling, DING Liuqian, BEEK V V, et al. Small scale experiments and prediction rule for piping in dike foundations with heterogeneity[J]. Journal of Zhengzhou University (Engineering Science), 2012, 33(5): 77-81. (in Chinese)
    [25]
    姚秋玲, 丁留谦, 孙东亚, 等. 单层和双层堤基管涌砂槽模型试验研究[J]. 水利水电技术, 2007, 38(2): 13-18.

    YAO Qiuling, DING Liuqian, SUN Dongya, et al. Experimental studies on piping in single-and two-stratum dike foundations[J]. Water Resources and Hydropower Engineering, 2007, 38(2): 13-18. (in Chinese)
    [26]
    肖莹萍. 双层堤基管涌通道上溯规律的试验研究[D]. 广州: 华南理工大学, 2018.

    XIAO Yingping. Experimental Investigation of Backward Erosion Piping in Two-stratum Dike Foundations[D]. Guangzhou: South China University of Technology, 2018. (in Chinese)
    • Related Articles

  • Related Articles

    [1]GAO Feng, ZHANG Junhui, ZHANG Sheng, ZHENG Jianlong, SHENG Daichao. Experimental study on migration and deposition of particles under alternating dynamic and static loads[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 1057-1066. DOI: 10.11779/CJGE20230168
    [2]TANG Liyun, WANG Pengyu, ZHENG Juanjuan, YU Yongtang, JIN Long, CUI Yupeng, LUO Tao. Strength deterioration mechanism and model of interface between frozen soil-rock mixtures and structures under ice water occurrence and evolution[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(5): 988-997. DOI: 10.11779/CJGE20230078
    [3]Effects of occurrence form of free iron oxide on thermal conductivity of lateritic clay during drying and wetting[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240058
    [4]ZHOU Yong-chao, XU Heng-lei, CHEN Jia-dai, ZHANG Yi-ping, TANG Yao, PENG Yu. Particle migration and clogging in porous media with seepage[J]. Chinese Journal of Geotechnical Engineering, 2022, 44(2): 255-263. DOI: 10.11779/CJGE202202006
    [5]CUI Jian-guo, TIAN Ye, LIU Jun-wei, HOU Xu-yan, CUI Jiang-lei, YANG Fei, WANG Jing, GUAN Xiang-yi. Influences of critical fragment migration characteristics of lunar soil on drilling resistance[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(9): 1715-1723. DOI: 10.11779/CJGE202109017
    [6]ZHANG Shu-kun, WANG Lai-gui, LU Lu, WANG Shu-da, FENG Dian-zhi. Weakening effects of occurrence structural plane on mechanical properties of silty mudstone[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(11): 2015-2023. DOI: 10.11779/CJGE202011006
    [7]XUE Chuan-cheng, WANG Yan, LIU Gan-bin, CHEN Hang, LI Ke-ke. Effects of temperature and pH on permeation and migration of suspended particles in porous media[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2112-2119. DOI: 10.11779/CJGE201911017
    [8]YANG De-huan, WEI Chang-fu, YAN Rong-tao, TANG Qin, LIU Li. Experimental study on effects of fine particle migration and fabric change on permeability of clay[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(11): 2009-2017. DOI: 10.11779/CJGE201911005
    [9]LIN Shu, YAN Shu-wang, JIA Zhao-lin. Hydraulic fracturing and affected area of explosive reinforcement[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 53-57. DOI: 10.11779/CJGE2018S2011
    [10]ZHAN Liang-tong, MU Qing-yi, CHEN Yun-min. Analysis and experimental verification of sampling area of three-rod time-domain reflectometry probe[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(4): 757-762. DOI: 10.11779/CJGE201404022
    • Supplements (1)

  • Other Related Supplements

  • Cited by

    Periodical cited type(0)

    Other cited types(1)

Catalog

    Get Citation
    PDF
    XML
    Article views (328) PDF downloads (98) Cited by(1)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return