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 42 Issue 7
Turn off MathJax
Article Contents
Abstract
References
LIU Xiang-yong, SONG Xiang-hua, TAN Yong, JING Xu-cheng. Field tests on groundwater recharge of deep excavations in Nantong water-rich sandy stratum[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(7): 1331-1340. DOI: 10.11779/CJGE202007017
Citation: LIU Xiang-yong, SONG Xiang-hua, TAN Yong, JING Xu-cheng. Field tests on groundwater recharge of deep excavations in Nantong water-rich sandy stratum[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(7): 1331-1340. DOI: 10.11779/CJGE202007017
shu

Field tests on groundwater recharge of deep excavations in Nantong water-rich sandy stratum

  • 1.

    Nantong Urban Rail Transit Co. Ltd., Nantong 226000, China

  • 2.

    Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China

More Information
  • Received Date: August 27, 2019
  • Available Online: December 05, 2022
    Graphical Abstract
    • Abstract
  • A series of field tests of single-well pumping and group-well pumping are carried out in Nantong water-rich sandy soil to study the change of hydraulic characteristics of different soil strata. The mechanism of dewatering-induced ground subsidence and relationship of soil restoration over time caused by water level recovery are further analyzed. The results show that: (1) In the water-rich sandy stratum with great depth, the groundwater changes quickly and its level can return to a steady state in a short time. However, the development of soil settlement changes slowly due to the characteristics of hysteresis. (2) The process of group-well pumping tests has a great influence on the phreatic aquifer (settlement of 37 mm), but a small impact on the confined aquifer (settlement of 6 mm). Moreover, it has little effect on the overlying soil strata in a short time. (3) In the artificial recharge tests, the groundwater level rises obviously. However, the phenomenon of soil restoration is subtle and shows the characteristics of unrecoverable plastic deformation. The plastic deformation of 20.2 mm in phreatic aquifer is greater than that of 2.9 mm in confined aquifer. (4) During the whole process, it is recommended to control the switching time of double-power supply in the phreatic aquifer within 7 min and that in the confined aquifer within 4 min. Additionally, the later recharge pressure should be preferably 0.08 MPa. In the protected district of sensitive buildings, pumping and irrigation should be integrated to minimize the deformation caused by precipitation.
    • FullText(HTML)
    • References (15)
  • [1]
    缪俊发, 吴林高, 王璋群. 大型深井点降水引起地面沉降的研究[J]. 岩土工程学报, 1991, 13(3): 60-64. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC199103006.htm

    MIAO Jun-fa, WU Lin-gao, WANG Zhang-qun. Study on land subsidence caused by large deep well point precipitation[J]. Chinese Journal of Geotechnical Engineering, 1991, 13(3): 60-64. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC199103006.htm
    [2]
    龚晓南, 张杰. 承压水降压引起的上覆土层沉降分析[J]. 岩土工程学报, 2011, 33(1): 145-149. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201101029.htm

    GONG Xiao-nan, ZHANG Jie. Settlement of overlaying soil caused by decompression of confined water[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(1): 145-149. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201101029.htm
    [3]
    瞿成松, 徐丹. 地下水回灌在地铁边基坑降水中的应用[J]. 岩土工程技术, 2012, 26(5): 238-241. doi: 10.3969/j.issn.1007-2993.2012.05.006

    QU Cheng-song, XU Dan. Groundwater recharge of pitdewatering close to the metro[J]. Geotechnical Engineering Technique, 2012, 26(5): 238-241. (in Chinese) doi: 10.3969/j.issn.1007-2993.2012.05.006
    [4]
    郑刚, 曾超峰, 刘畅, 等. 天津首例基坑工程承压含水层回灌实测研究[J]. 岩土工程学报, 2013, 35(增刊2): 491-495. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2013S2084.htm

    ZHENG Gang, ZENG Chao-feng, LIU Chang, et al. Field observation of artificial recharge of confined water in first excavation case in Tianjin[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 491-495. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2013S2084.htm
    [5]
    BUTLER J J, HEALEY J M. Relationship Between pumping-test and slug-test parameters: scale effect or artifact[J]. Ground Water, 1998, 36(2): 305-312. doi: 10.1111/j.1745-6584.1998.tb01096.x
    [6]
    COES A L, SPRUILL T B, THOMASSON M J. Multiple-method estimation of recharge rates at diverse locations in the North Carolina Coastal Plain, USA[J]. Hydrogeology Journal, 2007, 15(4): 773-788. doi: 10.1007/s10040-006-0123-3
    [7]
    VOUDOURIS K, DIAMANTOPOULOU P, GIANNATOS G, et al. Groundwater recharge via deep boreholes in the Patras Industrial Area aquifer system (NW Peloponnesus, Greece)[J]. Bulletin of Engineering Geology and the Environment, 2006, 65(3): 297-308. doi: 10.1007/s10064-005-0036-8
    [8]
    黄应超, 徐杨青. 深基坑降水与回灌过程的数值模拟分析[J]. 岩土工程学报, 2014, 36(增刊2): 299-303. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2014S2055.htm

    HUANG Ying-chao, XU Yang-qing. Numerical simulation analysis of dewatering and recharge process of deep foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(S2): 299-303. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC2014S2055.htm
    [9]
    SHEN S L, XU Y S. Numerical evaluation of land subsidence induced by groundwater pumping in Shanghai[J]. Canadian Geotechnical Journal, 2011, 48(9): 1378-1392. doi: 10.1139/t11-049
    [10]
    张莲花, 孔德坊. 沉降变形控制的基坑降水最优化方法及应用[J]. 岩土工程学报, 2005, 27(10): 1171-1174. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200510011.htm

    ZHANG Lian-hua, KONG De-fang. Optimization method and application of pit dewatering for controlling settlement[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(10): 1171-1174. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC200510011.htm
    [11]
    郑刚, 曹剑然, 程雪松, 等. 天津第二粉土粉砂微承压含水层回灌试验研究[J]. 岩土工程学报, 2018, 40(4): 592-601. https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201804004.htm

    ZHENG Gang, CAO Jian-ran, CHENG Xue-song, et al. Experimental study on artificial recharge of second Tianjin silt and silty sand micro-confined aquifer[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(4): 592-601. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTGC201804004.htm
    [12]
    张勇, 赵云云. 基坑降水引起地面沉降的实时预测[J]. 岩土力学, 2008, 29(6): 1593-1596. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200806035.htm

    ZHANG Yong, ZHAO Yun-yun. Real time prediction of land subsidence caused by foundation pit dewatering[J]. Rock and Soil Mechanics, 2008, 29(6): 1593-1596. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200806035.htm
    [13]
    王建秀, 吴林高, 朱雁飞, 等. 地铁车站深基坑降水诱发沉降机制及计算方法[J]. 岩石力学与工程学报, 2009, 28(5): 1010-1019. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200905022.htm

    WANG Jian-xiu, WU Lin-gao, ZHU Yan-fei, et al. Mechanism of dewatering-induced ground subsidence in deep subway station pit and calculation method[J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 1010-1019. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200905022.htm
    [14]
    金小荣, 俞建霖, 祝哨晨, 等. 基坑降水引起周围土体沉降性状分析[J]. 岩土力学, 2005, 26(10): 1575-1581. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200510009.htm

    JIN Xiao-rong, YU Jian-lin, ZHU Shao-chen, et al. Analysis of behavior of settlement of pit's surrounding soils by dewatering[J]. Rock and Soil Mechanics, 2005, 26(10): 1575-1581. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200510009.htm
    [15]
    秦尚林, 王红亮, 克高果. 深井降水基坑涌水涌砂原因分析及对策[J]. 岩土力学, 2005, 26(增刊2): 271-274. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2005S2065.htm

    QIN Shang-lin, WANG Hong-liang, KE Gao-guo. Analysis of water and sand gushing out of a foundation pit and prevention contermeasures[J]. Rock and Soil Mechanics, 2005, 26(S2): 271-274. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX2005S2065.htm
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(5)

    1. 唐清枫，徐真，孙亚楼，张奇，谭琪，潘多强，吴王锁. 黏土矿物-生物复合胶体影响放射性核素迁移行为与机理研究进展. 核化学与放射化学. 2025(01): 1-16 .
    2. 吴鹏，王驹，凌辉，周志超，段佳欣，李南，段先哲. 甘肃北山新场深部地下水中铀的赋存形态及其影响因素的地球化学模拟研究. 原子能科学技术. 2024(05): 1007-1016 .
    3. 田云婷，谭凯旋，李咏梅，李春光，唐治鹏，李小杰. 还原条件下膨润土胶体稳定性研究. 南华大学学报(自然科学版). 2024(03): 47-52 .
    4. 邹威燕，周书葵，段毅. 不同地层中放射性核素迁移模型. 有色金属(冶炼部分). 2022(01): 79-87 .
    5. 朱帅润，李绍红，何博，吴礼舟. 改进的Picard法在非饱和土渗流中的应用研究. 岩土工程学报. 2022(04): 712-720 . 本站查看

    Other cited types(7)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(12)
    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