梁钰, 顾凯, 施斌, 等. 2023. 基于精细化监测的地面沉降潜力预测模型应用研究[J]. 工程地质学报, 31(3): 1097-1104. doi: 10.13544/j.cnki.jeg.2021-0029.
    引用本文: 梁钰, 顾凯, 施斌, 等. 2023. 基于精细化监测的地面沉降潜力预测模型应用研究[J]. 工程地质学报, 31(3): 1097-1104. doi: 10.13544/j.cnki.jeg.2021-0029.
    Liang Yu, Gu Kai, Shi Bin, et al. 2023. Application of prediction model for land subsidence potential based on DFOS monitoring[J]. Journal of Engineering Geology, 31(3): 1097-1104. doi: 10.13544/j.cnki.jeg.2021-0029.
    Citation: Liang Yu, Gu Kai, Shi Bin, et al. 2023. Application of prediction model for land subsidence potential based on DFOS monitoring[J]. Journal of Engineering Geology, 31(3): 1097-1104. doi: 10.13544/j.cnki.jeg.2021-0029.

    基于精细化监测的地面沉降潜力预测模型应用研究

    APPLICATION OF PREDICTION MODEL FOR LAND SUBSIDENCE POTENTIAL BASED ON DFOS MONITORING

    • 摘要: 地面沉降是我国主要的地质灾害之一,评价和预测地面沉降的发展趋势十分必要。本文引入实测沉降数学模型中的双曲线型沉降模型、指数型沉降模型和成长曲线型沉降模型,结合钻孔全断面分布式精细化监测系统获取地表以下不同层位连续的变形情况,建立了基于分布式光纤监测地层变形数据的地面沉降预测模型,可精细化实现地面沉降潜力评价。以天津市滨海新区G06光纤监测钻孔结果为例,对比了3种沉降模型的预测效果,结果表明:天津滨海地区地面沉降曲线呈现非线性衰减特征,2017年10月至2019年12月,累计沉降量已达52.4 mm,预计极限沉降量约为92.6 mm,仍有约43.4%的沉降潜力,沉降空间较大,并预计将于2050年进入沉降稳定阶段。该地区3.4~18.4 m的黏土质粉砂和粉细砂层当前沉降量较大,是目前地面沉降的主要层位,即“优势层”;18.4~38.4 m的粉质黏土和黏土质粉砂层虽当前沉降量较小但其剩余沉降量较大且沉降持续时间较长,需长期重点关注其沉降变形情况,是后期监测的“优先层”。

       

      Abstract: Land subsidence is one of the main geological disasters in China. It is necessary to evaluate and predict the development trend of land subsidence. In this paper, the hyperbolic subsidence model, exponential subsidence model and growth curve subsidence model are introduced into the measured subsidence mathematical model. Combined with the continuous deformation of different layers under the surface obtained by the full cross-section distributed fine monitoring system, the land subsidence prediction model based on the distributed optical fiber monitoring data is established. This new model can realize the potential evaluation of land subsidence. Taking the G06 optical fiber monitoring drilling results of Tianjin Binhai New Area as an example, the prediction results of three kinds of subsidence models are compared. The results show that: the land subsidence curve in Tianjin Binhai area presents nonlinear attenuation characteristics. From October 2017 to December 2019, the cumulative subsidence reached 52.4 mm, and the estimated limit subsidence was about 92.6 mm. There is still about 43.4% subsidence potential. There is still a large subsidence space, and it is expected to enter the stage of subsidence stability in 2050. The 3.4~18.4 m clayey silty sand and silty fine sand layers in this area have large subsidence amount. These layers are the main layers of land subsidence, namely "dominant layer". Although the current subsidence amount of 18.4~38.4 m silty clay and clayey silty sand layer is small, its residual subsidence is large and the subsidence duration is long, which is the "priority layer" for later monitoring.

       

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