王雪帆, 吴静红, 汪义龙, 姜洪涛, 施斌. 2016: 降水及回灌过程中土体变形响应室内模型试验研究. 工程地质学报, 24(s1): 1161-1167. DOI: 10.13544/j.cnki.jeg.2016.s1.168
    引用本文: 王雪帆, 吴静红, 汪义龙, 姜洪涛, 施斌. 2016: 降水及回灌过程中土体变形响应室内模型试验研究. 工程地质学报, 24(s1): 1161-1167. DOI: 10.13544/j.cnki.jeg.2016.s1.168
    WANG Xuefan, WU Jinghong, WANG Yilong, JIANG Hongtao, SHI Bin. 2016: TEST ON SOIL DEFORMATION CAUSED BY WATER PUMPING AND ARTIFICIAL RECHARGE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1161-1167. DOI: 10.13544/j.cnki.jeg.2016.s1.168
    Citation: WANG Xuefan, WU Jinghong, WANG Yilong, JIANG Hongtao, SHI Bin. 2016: TEST ON SOIL DEFORMATION CAUSED BY WATER PUMPING AND ARTIFICIAL RECHARGE. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 1161-1167. DOI: 10.13544/j.cnki.jeg.2016.s1.168

    降水及回灌过程中土体变形响应室内模型试验研究

    TEST ON SOIL DEFORMATION CAUSED BY WATER PUMPING AND ARTIFICIAL RECHARGE

    • 摘要: 过度抽取地下水是引起地面沉降的主要原因,而人工回灌地下水能在一定程度上延缓地面沉降的速率并能使地面发生部分回弹。为研究降水及回灌过程中土体变形规律,本文设计了砂土-黏土-砂土互层的室内模型试验。针对室内模型试验,选取特种感测光纤,研究了光纤的埋设工艺,运用分布式光纤感测技术捕捉土体在水位变化过程中各土层的应变数据;采用传统的分层沉降标和测水头管,观测了试验过程中土体沉降变形和自由水位面变化;对比分析了分布式光纤感测技术在降水及回灌过程中对于土体内部变形监测的准确性与可靠性,研究了该过程中土体变形对水位变化的响应规律。研究成果为地下水位和土体变形长期观测资料的合理分析提供了试验依据,并有助于推动分布式光纤感测技术在地面沉降现场监测中的应用。

       

      Abstract: The excessive pumping of groundwater is the main cause of land subsidence, and artificial recharge can delay the land subsidence rate and can make the ground rebound to a certain extent. To study the law of soil deformation in precipitation and recharge process, this paper designs the indoor model test of sandy soil-clay-sandy soil sand interbed model tests. The model test selected specific fiber, studied the technology of embedded optical fiber, using distributed optical fiber sensing technology to capture the strain data in each layer of soil during the water level change process; using the results of traditional settlement pole and measuring tube of water level monitoring the change of settlement deformation and free water surface. The experiment analyses the accuracy and reliability of soil deformation monitoring by using distributed sensing fiber through comparing with the monitoring results and studying the response law of soil deformation under the effect of the changing water levels. The research results provide the experimental basis for the rational analysis of the long term observation data of groundwater level and soil deformation, and is helpful to promote the application of distributed optical fiber sensing technology in the field monitoring of land subsidence.

       

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