Rock and Soil Mechanics ›› 2021, Vol. 42 ›› Issue (12): 3428-3439.doi: 10.16285/j.rsm.2021.1319

• Numerical Analysis • Previous Articles     Next Articles

Extension and applicability analysis of a quasi-three-dimensional finite element model to simulate regional groundwater flow problems in multi-layered subsoils

MEI Jin-ling1, 2, CAO Hong1, 2, LUO Guan-yong1, 2, PAN Hong1, 2   

  1. 1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong 510640, China; 2. The State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou, Guangdong 510640, China
  • Received:2021-08-11 Revised:2021-09-25 Online:2021-12-13 Published:2021-12-14
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(51978282) and the Natural Science Foundation of Guangdong Province (2018A030313383, 2020A1515010583).

Abstract: The conventional quasi-three-dimensional technique has a high efficiency in the simulation of regional groundwater flow in multilayered subsoils, with the assumption that groundwater flow is essentially horizontal in the aquifers and vertical in the aquitards. This assumption requires a two orders of magnitude permeability contrast between the adjacent soils, which is not conducive to a wide application of the conventional technique. In this study, calculation theory is extended to be applied to regional groundwater flow in general multi-layered subsoils. Firstly, the partial differential equation governing two-dimensional horizontal flow in each soil is derived with the average hydraulic head as the main variable and considering the infiltration at the upper and lower interfaces. The velocity continuity conditions at the soil interfaces provide the coupling condition among the soils. Then, the vertical variation of the hydraulic head in individual soil is obtained by quadratic interpolation between the average head and the head at the upper and lower interfaces. A quasi-three-dimensional finite element model is presented based on the extended calculation theory. Each soil is discretized with the same two-dimensional horizontal grids, and the fluid mass balance is established at each node. The extended quasi-three-dimensional technique has a higher accuracy and greater applicability, as it can overcome the limitations of the conventional technique, and simultaneously get a reasonable simulation of the horizontal and vertical flow in each layer without sacrificing the calculation efficiency. The extended technique provides an efficient and competitive scheme to simulate regional groundwater flow in multilayered subsoils, because it is convenient to solve free surface problems and deal with singular problems of underground structures, and compute a high-precision three-dimensional representation of the hydraulic head distribution.

Key words: seepage, numerical simulation, multilayered subsoils, regional groundwater flow, quasi-three-dimensional model

CLC Number: 

  • TU 46
[1] SUN Zhi-liang, SHAO Min, WANG Ye-chen-zi, LIU Zhong, REN Wei-zhong, BAI Wei, LI Peng, . Mesoscopic simulation and analysis of influencing factors for ground subsidence induced by leakage through pipeline defect [J]. Rock and Soil Mechanics, 2025, 46(S1): 507-518.
[2] LI Bin, SHEN Hai-meng, LI Qi, LI Xia-ying, . A numerical simulation of dynamic evolution of permeability during granite shear process under different confining pressures [J]. Rock and Soil Mechanics, 2025, 46(S1): 437-453.
[3] JIANG Wen-hao, WANG hao, LIAO Guang-zhi, CHEN Bin-hua, . Analytical solutions for one-dimensional transient seepage of water in the two-layered unsaturated soils under time-varying rainfall conditions [J]. Rock and Soil Mechanics, 2025, 46(9): 2721-2737.
[4] WANG Xin-qi, FENG Zi-jun, CHEN Zheng-nan, GAO Qi, YIN Wei-tao, JIN Pei-hua, LI Yu-bin, . Evolution of seepage characteristics of granite fractures under the action of supercritical water [J]. Rock and Soil Mechanics, 2025, 46(9): 2847-2858.
[5] JIN Gui-xiao, LIN Shao-cong, JIANG Qi-wu, HUANG Ming, LI Xi, . Seepage mathematical model of enzyme-induced calcium carbonate precipitation-treated sandy soil based on the Kozeny-Carman equation [J]. Rock and Soil Mechanics, 2025, 46(8): 2376-2386.
[6] ZHANG Qi, WANG Ju, LIU Jiang-feng, CAO Sheng-fei, XIE Jing-li, CHENG Jian-feng, . Core disposal elements spacing design for high-level radioactive waste repository under coupled thermo-hydro-mechanical condition [J]. Rock and Soil Mechanics, 2025, 46(8): 2626-2638.
[7] ZHANG Hai-yan, HU Xin-li, LI Ya-bo. Experimental study on the creep characteristics of sliding-zone soil under cyclic seepage-mechanical coupling [J]. Rock and Soil Mechanics, 2025, 46(7): 2189-2198.
[8] REN Wang, MIAO Jun, LEI Wan-jun, WANG Luo, CHEN Yi-feng, . Numerical modeling and design optimization of a 3D cross-connected drain system in a concrete dam foundation [J]. Rock and Soil Mechanics, 2025, 46(7): 2281-2295.
[9] ZHU Xian-xiang, ZHANG Qi, MA Jun-peng, WANG Yong-jun, MENG Fan-zhen, . Diffusion mechanism of seepage grouting in water-bearing sand layer under slurry-water replacement effect [J]. Rock and Soil Mechanics, 2025, 46(6): 1957-1966.
[10] LIANG Qing-guo, LI Jing, ZHANG Chong-hui, LIU Tong-tong, SUN Zhi-tao, . Mechanical response of tunnel lining in loess-mudstone composite strata under uniform expansion of foundation [J]. Rock and Soil Mechanics, 2025, 46(6): 1811-1824.
[11] YANG Ming-yun, CHEN Chuan, LAI Ying, CHEN Yun-min. Bearing capacity analysis of piggy-backed anchors under three-dimensional loading in clay [J]. Rock and Soil Mechanics, 2025, 46(2): 582-590.
[12] WANG Hao, HOU Hong-bing, JIANG Wen-hao, . Analytical solution for one-dimensional transient seepage of water in the unsaturated vegetated soil considering the effects of roots on hydrological properties [J]. Rock and Soil Mechanics, 2025, 46(11): 3329-3345.
[13] ZHANG Ren-jun, XIAO Bi, YANG Zhi-bing, ZHENG Xiao-kang, HU Ran, CHEN Yi-feng. Investigation on mechanisms of particle migration and clogging affected by capillary-cohesion in fractured media [J]. Rock and Soil Mechanics, 2025, 46(11): 3473-3484.
[14] ZHANG Ling-bo, SUN Yi-song, CHENG Xing-lei, GUO Qun-lu, ZHAO Chuan, LIU Jing-hong. Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation [J]. Rock and Soil Mechanics, 2025, 46(11): 3626-3636.
[15] ZHANG Xin-ye, LIU Zhi-wei, WENG Xiao-lin, LI Xuan-cong, ZHAO Jian-chong, LIU Xiao-guang. Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers [J]. Rock and Soil Mechanics, 2025, 46(11): 3637-3648.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!