• 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
Visual experimental study on the coupling process of seepage-erosion in rough fracture and the evolution of permeability[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240363
Citation: Visual experimental study on the coupling process of seepage-erosion in rough fracture and the evolution of permeability[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240363

Visual experimental study on the coupling process of seepage-erosion in rough fracture and the evolution of permeability

More Information
  • Received Date: April 15, 2024
  • Available Online: September 28, 2024
  • The karst areas are widely distributed in southwest China where have abundant water resources. There will be the main battlefield of water resources development in China. It is very important to exploring the basic law of the coupling process of seepage and erosion and its influence on the permeability of the rock mass, to ensure the rationality of the site selection, the safety of the construction and the long-term operation of these hydraulic engineering facilities in karst areas. For this purpose, we designed a self-designed flow visualization experiment device with a soluble transparent rough fracture. The erosion experiments in rough fractures are carried out to investigate the influence of the flow rate on the erosion morphologies, the erosion rate, the transitions of erosion patterns and the evolutions of permeability of the fractures. The results show that with the increase of flow rate, the erosion patterns shift from compact to wormhole, and finally to uniform patterns. Based on the penetration theory, an efficient Da number Daeff,L is defined. Then, the criteria for the transition of erosion patterns from compact to wormhole and from wormhole to uniform are defined as Daeff,L≈10 and Daeff,L≈1 respectively. The criteria are validated by our experimental results. The coupling effect of seepage and erosion increased the fracture permeability, and their trends do not accord with the cubic law. With the same aperture enlargement, the permeability of wormhole erosion increases the most rapidly and is much greater than the cubic law. And the required breakthrough volume of "wormhole" patterns is the smallest. This research can provide a theoretical and experimental basis for the prediction and evolution of permeability control of karst processes in nature and engineering applications.
  • Related Articles

    [1]ZHANG Chong, LIU Xiaoqiang, HU Xuan, ZHANG Jing, PAN Yanfang, WEI Wei, JIANG Qinghui. Deformation mechanism and reinforcement treatment of right abutment high slope of Yebatan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2025, 47(3): 477-486. DOI: 10.11779/CJGE20231188
    [2]YIN Da, MENG Qing-xiang, XU Jian-rong, SHI An-chi, WU Guan-ye, XU Wei-ya. Anisotropic elastoplastic constitutive model based on microstructure tensor and its engineering application[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(9): 1751-1758. DOI: 10.11779/CJGE202009020
    [3]MENG Guo-tao, HE Shi-hai, CHEN Jian-lin, WU Jia-yao, CHEN Ping-zhi, DUAN Xin-ping. Mechanism of deep deformation of roof arch of underground powerhouse at right bank of Baihetan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 576-583. DOI: 10.11779/CJGE202003020
    [4]ZHOU Zhi-fang, LI Si-jia, WANG Zhe, GUO Qiao-na, SHI An-chi, CHEN Meng, SHEN Qi. Determination of nonlinear permeability parameters for shear zones in Baihetan Hydropower Station by in-situ tests[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 430-437. DOI: 10.11779/CJGE202003004
    [5]LIU Jian, ZHU Zhao-hui, CAI Hao, SHANGGUAN Jin, LI Xiu-wen. Deformation and failure characteristics of top arch surrounding rock of super large underground caverns[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1257-1267. DOI: 10.11779/CJGE201807012
    [6]LIU Lian-jia, ZHAO Qi-hua, HAN Gang. Characteristics of deep-seated crack in dam site of Yebatan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(3): 501-508. DOI: 10.11779/CJGE201703014
    [7]LIU Bo, NIU Yun-hua, WANG Ke, DAI De-fu. Characteristic analysis and control measures for debris flow in Baitan Gully of Wudongde Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 225-230. DOI: 10.11779/CJGE2016S1042
    [8]SUN Chao-wei, CHAI Jun-rui, XU Zeng-guang, QIN Yuan. Numerical simulation and assessment of seepage control effects on surrounding fractured rocks of underground powerhouse in Jinchuan Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(5): 786-797. DOI: 10.11779/CJGE201605003
    [9]YU Qun, TANG Chun-An, LI Lian-chong, LI Hong, CHENG Guan-wen. Nucleation process of rockbursts based on microseismic monitoring of deep-buried tunnels for Jinping Ⅱ Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2315-2322. DOI: 10.11779/CJGE201412021
    [10]ZHU Guo-sheng, CUI Hao-dong, ZHANG Jia-fa, SHENG Xiao-tao. Seepage control measures for dam foundation and underground powerhouse caverns at right bank of Wudongde Hydropower Station[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1722-1727.
  • Cited by

    Periodical cited type(2)

    1. 吴雄华,邹振杰. 生物炭-水泥固化膨胀土物理力学特性及其影响机理研究. 公路. 2025(04): 409-416 .
    2. 胡波,李浩洋,童军,王卫,查恒,夏锐. 磷石膏改性膨胀土工程特性演变规律试验研究. 人民长江. 2025(05): 156-161 .

    Other cited types(4)

Catalog

    Article views PDF downloads Cited by(6)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return