• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 59 Issue 6
Dec.  2024
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Article Contents
JIANG Liuhui, LI Chuanxun, WU Wenbing, MEI Guoxiong. Consolidation Solution of Aquitard Induced by Dropping of Groundwater Table with Continuous Drainage Boundary[J]. Journal of Southwest Jiaotong University, 2024, 59(6): 1479-1486. doi: 10.3969/j.issn.0258-2724.20220473
Citation: JIANG Liuhui, LI Chuanxun, WU Wenbing, MEI Guoxiong. Consolidation Solution of Aquitard Induced by Dropping of Groundwater Table with Continuous Drainage Boundary[J]. Journal of Southwest Jiaotong University, 2024, 59(6): 1479-1486. doi: 10.3969/j.issn.0258-2724.20220473

Consolidation Solution of Aquitard Induced by Dropping of Groundwater Table with Continuous Drainage Boundary

doi: 10.3969/j.issn.0258-2724.20220473
  • Received Date: 05 Jul 2022
  • Rev Recd Date: 20 Nov 2022
  • Available Online: 04 Dec 2023
  • Publish Date: 25 Nov 2022
  • In order to investigate the influence of the drainage boundary, which can better reflect the actual permeability, on the land subsidence caused by over-exploitation of groundwater, firstly, a one-dimensional consolidation model of aquitard caused by the dropping of groundwater table in phreatic aquifer with continuous drainage boundary was established by introducing the continuous drainage boundary, where the pore pressure decayed exponentially with time. Secondly, the general analytical solutions of the model and the analytical solutions of two special dewatering models for the instantaneous dropping of the groundwater table and the single-stage and constant-rate dropping of the groundwater table were obtained by using the method of separate variables. Then, the correctness of the analytical theory in this paper was preliminarily verified by the degeneracy of the analytical solutions under certain conditions. Finally, the single-stage and constant-rate dropping of the groundwater table was taken as an example, and the consolidation curves of the aquitard under different interface parameters B were calculated based on the analytical solutions. In addition, the influence of interface parameter B on the consolidation behaviors was analyzed emphatically. The results show that the maximum error rate is 13% by comparing the theoretically calculated settlement curve with the experimental settlement curve, which further indicates that the continuous drainage boundary is closer to the actual permeable boundary. Furthermore, larger interface parameter B indicates (better water permeability of the drainage boundary) a faster pore pressure dissipation rate, faster consolidation rate, and shorter consolidation time, but the final consolidation state is not affected.

     

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  • [1]
    CHEN C X, PEI S P, JIAO J. Land subsidence caused by groundwater exploitation in Suzhou City, China[J]. Hydrogeology Journal, 2003, 11(2): 275-287. doi: 10.1007/s10040-002-0225-5
    [2]
    YI L X, WANG J E, SHAO C Q, et al. Land subsidence disaster survey and its economic loss assessment in Tianjin, China[J]. Natural Hazards Review, 2010, 11(1): 35-41. doi: 10.1061/(ASCE)1527-6988(2010)11:1(35)
    [3]
    殷跃平,张作辰,张开军. 我国地面沉降现状及防治对策研究[J]. 中国地质灾害与防治学报,2005,16(2): 1-8. doi: 10.3969/j.issn.1003-8035.2005.02.001

    YIN Yueping, ZHANG Zuochen, ZHANG Kaijun. Land subsidence and countermeasures for its prevention in China[J]. The Chinese Journal of Geological Hazard and Control, 2005, 16(2): 1-8. doi: 10.3969/j.issn.1003-8035.2005.02.001
    [4]
    张云,薛禹群. 抽水地面沉降数学模型的研究现状与展望[J]. 中国地质灾害与防治学报,2002,13(2): 1-6,24.

    ZHANG Yun, XUE Yuqun. Present sitution and prospect on the mathematical model of land subsidence due to pumping[J]. The Chinese Journal of Geological Hazard and Control, 2002, 13(2): 1-6,24.
    [5]
    骆冠勇,潘泓,曹洪,等. 承压水减压引起的沉降分析[J]. 岩土力学,2004,25(增2): 196-200. doi: 10.3969/j.issn.1000-7598.2004.z2.040

    LUO Guanyong, PAN Hong, CAO Hong, et al. Analysis of settlements caused by decompression of confined water[J]. Rock and Soil Mechanics, 2004, 25(S2): 196-200. doi: 10.3969/j.issn.1000-7598.2004.z2.040
    [6]
    谢康和,陶立为,王玉林,等. 越流系统中弱透水层的一维固结解及分析[J]. 沈阳工业大学学报,2012,34(5): 581-585.

    XIE Kanghe, TAO Liwei, WANG Yulin, et al. One-dimensional consolidation solution and analysis for aquitard in leakage system[J]. Journal of Shenyang University of Technology, 2012, 34(5): 581-585.
    [7]
    黄大中. 水位变化引发的土层耦合固结变形理论研究[D]. 杭州: 浙江大学, 2014.
    [8]
    谢海澜,武强,赵增敏,等. 考虑非达西流的弱透水层固结计算[J]. 岩土力学,2007,28(5): 1061-1065.

    XIE Hailan, WU Qiang, ZHAO Zengmin, et al. Consolidation computation of aquitard considering non-Darcy flow[J]. Rock and Soil Mechanics, 2007, 28(5): 1061-1065.
    [9]
    张玮鹏,谢康和,吕文晓,等. 抽水引起的有起始比降饱和土固结解析解[J]. 中南大学学报(自然科学版),2016,47(3): 875-881.

    ZHANG Weipeng, XIE Kanghe, LÜ Wenxiao, et al. Analytical solution to one-dimensional consolidation of saturated soil with threshold gradient induced by groundwater pumping[J]. Journal of Central South University (Science and Technology), 2016, 47(3): 875-881.
    [10]
    晏凌晗. 水位下降引发的软土层一维流变固结解析与试验研究[D]. 杭州: 浙江大学, 2017.
    [11]
    吴浩,谢康和,黄大中. 第二类越流系统中结构性弱透水土层一维固结解析解[J]. 岩土工程学报,2014,36(9): 1688-1695.

    WU Hao, XIE Kanghe, HUANG Dazhong. Analytical solution for one-dimensional consolidation of structured aquitard soils in second kind of leakage system[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1688-1695.
    [12]
    夏长青. 成层结构性软土非线性大应变流变固结理论研究[D]. 杭州: 浙江大学, 2018.
    [13]
    李传勋,江留慧. 抽降水引发的弱透水层非线性固结解析解[J]. 工程科学与技术,2021,53(3): 106-114.

    LI Chuanxun, JIANG Liuhui. Analytical solutions for nonlinear consolidation of aquitard induced by the dropping of groundwater table[J]. Advanced Engineering Sciences, 2021, 53(3): 106-114.
    [14]
    梅国雄,夏君,梅岭. 基于不对称连续排水边界的太沙基一维固结方程及其解答[J]. 岩土工程学报,2011,33(1): 28-31.

    MEI Guoxiong, XIA Jun, MEI Ling. Terzaghi’s one-dimensional consolidation equation and its solution based on asymmetric continuous drainage boundary[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 28-31.
    [15]
    冯健雪,陈征,李勇义,等. 连续排水边界条件下线性加载地基一维固结解析解[J]. 工程力学,2019,36(6): 219-226.

    FENG Jianxue, CHEN Zheng, LI Yongyi, et al. Analytical solution for one-dimensional consolidation of soft clayey soil with a continuous drainage boundary under linear loading[J]. Engineering Mechanics, 2019, 36(6): 219-226.
    [16]
    宗梦繁,吴文兵,梅国雄,等. 连续排水边界条件下土体一维非线性固结解析解[J]. 岩石力学与工程学报,2018,37(12): 2829-2838.

    ZONG Mengfan, WU Wenbing, MEI Guoxiong, et al. An analytical solution for one-dimensional nonlinear consolidation of soils with continuous drainage boundary[J]. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(12): 2829-2838.
    [17]
    宗梦繁,吴文兵,梅国雄,等. 连续排水边界条件下土体一维流变固结解析解[J]. 工程力学,2019,36(9): 79-88.

    ZONG Mengfan, WU Wenbing, MEI Guoxiong, et al. Analytical solution for one-dimensional rheological consolidation of soil based on continuous drainage boundary[J]. Engineering Mechanics, 2019, 36(9): 79-88.
    [18]
    陈余,李传勋. 连续排水边界下考虑起始坡降的软黏土固结解[J]. 工程力学,2021,38(9): 161-170.

    CHEN Yu, LI Chuanxun. Consolidation analysis of soft clay considering the threshold hydraulic gradient and a continuous drainage boundary[J]. Engineering Mechanics, 2021, 38(9): 161-170.
    [19]
    张云鹏,王宗琴,宗梦繁,等. 连续排水边界下成层陆域吹填地基一维固结解析解[J]. 地质科技通报,2023,42(3): 38-45. doi: 10.19509/j.cnki.dzkq.2022.0171

    ZHANG Yunpeng, WANG Zongqin, ZONG Mengfan. et al. Closed-form solution for one-dimensional consolidation analysis in reclamation area based on continuous boundary conditions[J]. Bulletin of Geological Science and Technology, 2023, 42(3): 38-45. doi: 10.19509/j.cnki.dzkq.2022.0171
    [20]
    苗青,闻敏杰,宗梦繁,等. 连续排水边界下非线性饱和土体一维热固结解析解[J]. 哈尔滨工业大学学报,2023,55(2): 143-150.

    MIAO Qing, WEN Minjie, ZONG Mengfan, et al. Analytical solution for one-dimensional thermal consolidation of nonlinear saturated soils based on continuous drainage boundary[J]. Journal of Harbin Institute of Technology, 2023, 55(2): 143-150.
    [21]
    江留慧. 抽降水下既有建筑物基桩承载力性状分析[D]. 镇江: 江苏大学, 2020.
    [22]
    顾迪. 地下水位变化条件下黏土层变形的宏微观试验研究[D]. 南京: 南京大学, 2020.
    [23]
    张婧玮,梁杏,葛勤,等. 江汉平原第四系弱透水层渗透系数求算方法[J]. 地球科学,2017,42(5): 761-770.

    ZHANG Jingwei, LIANG Xing, GE Qin, et al. Calculation method about hydraulic conductivity of quaternary aquitard in Jianghan plain[J]. Earth Science, 2017, 42(5): 761-770.
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