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抽水地面沉降中含水层渗流变形耦合模型研究
引用本文:王非,缪林昌,黎春林.抽水地面沉降中含水层渗流变形耦合模型研究[J].铁道工程学报,2011(7):1-5.
作者姓名:王非  缪林昌  黎春林
作者单位:1. 东南大学,南京,210096
2. 铜陵学院,安徽铜陵,244000
基金项目:东南大学中央高校基本科研业务费资助; 安徽高校省级自然科学研究项目(KJ2011Z375)
摘    要:研究目的:上海和常州的地面沉降观测数据表明在深层抽水时含水层会发生较大的压缩变形,从而导致含水层渗透性的变化,但在现有模型中含水层变形通常被忽略.针对这一问题,本文提出可以考虑抽水过程中含水层渗透性随水位降深发展的实时变化的渗流-变形耦合模型.研究结论:(1)砂性土中孔隙比与渗透系数在半对数坐标中的线性关系;(2)上海...

关 键 词:含水层变形  渗透性  孔隙比  压缩性  耦合计算模型

Study on Coupled Model for Aquifer Seepage Deformation During Pumped Ground Subsidence
WANG Fei,MIAO Lin-chang,LI Chun-lin.Study on Coupled Model for Aquifer Seepage Deformation During Pumped Ground Subsidence[J].Journal of Railway Engineering Society,2011(7):1-5.
Authors:WANG Fei  MIAO Lin-chang  LI Chun-lin
Institution:WANG Fei1,MIAO Lin-chang1,LI Chun-lin2 (1.Southeast University,Nanjing,Jiangsu 210096,China,2.Tongling University,Tongling,Anhui 244000,China)
Abstract:Research purposes: The observated data on the ground subsidence in Shanghai and Changzhou demonstrate that the big compression deformation of the pumped aquifers in these two places occurs to cause the permeability change of the aquifer during pumping in deep stratum.However,the current model often ignores the aquifer deformation.In this paper,for solving this problem,a coupled seepage and deformation model based on the actual change of the aquifer permeability with up and down of the water level is offered...
Keywords:aquifer deformation  permeability  void ratio  compressibility  coupled model  
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