Volume 39 Issue 2
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Zhang Miaozhi, Wang Yahui, Li Qingqing. Effect of ground fissure activity on groundwater level migration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(2): 271-278. doi: 10.20265/j.cnki.issn.1007-2993.2023-0932
Citation: Zhang Miaozhi, Wang Yahui, Li Qingqing. Effect of ground fissure activity on groundwater level migration[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2025, 39(2): 271-278. doi: 10.20265/j.cnki.issn.1007-2993.2023-0932
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Effect of ground fissure activity on groundwater level migration

doi: 10.20265/j.cnki.issn.1007-2993.2023-0932
  • 1.

    Shaanxi Railway Institute, Weinan 714000, Shaanxi, China

  • 2.

    Shaanxi Tiandi Geological Co., Ltd., Xi’an 710054, Shaanxi, China

  • 3.

    Baoji Survey and Mapping Institute, Baoji 721000, Shaanxi, China

  • Received Date: 2023-12-20
  • Accepted Date: 2024-08-29
  • Rev Recd Date: 2024-06-30
    • Available Online: 2025-04-07
  • Publish Date: 2025-04-08
    Abstract
  • To study the influence of ground fissure activity on groundwater migration, hydrogeological pumping tests were conducted at the cross-ground fissure test site on Laodong Road in Xi’an, and a cross-ground fissure hydrogeological test model was established using Geo-Studio software for seepage analysis. The results show that the water inflow of the pumping well on the ground fissure zone is the largest, and the water inflow after the stability of the lower side of the ground fissure is roughly three times that after the stability of the hanging wall. The thickness of the aquifer in the ground fissure zone is the largest and the permeability of the ground fissure zone is the strongest, the footwall is in the middle, and the hanging wall has the smallest thickness and the worst permeability. For the same pumping well, the vertical displacement generated by the combined pumping action and load action is about 4 times that of the single pumping action. For a group of wells, the vertical displacement generated by the combined action of the two is about twice that of the single pumping action. Under the action of water pumping, due to the difference between the hanging wall and footwall of the ground fissure, the increase of effective stress caused by the decrease of pore water pressure will lead to the uneven compression of the soil on both sides and aggravate the development of the ground fissure. When there is no ground fissure, the recharge effect of each pumping well is similar; when there are ground fissures, according to different soil conditions, the ground fissures will show water resistance and permeability.

     

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