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真空预压法在某泵站工程中的应用与研究
引用本文:艾凯,徐兵,张计,付甦.真空预压法在某泵站工程中的应用与研究[J].长江科学院院报,2005,22(5):52-54.
作者姓名:艾凯  徐兵  张计  付甦
作者单位:长江科学院,岩基研究所,武汉,430010;上海勘测设计研究院,上海,200434;武汉大学,水利水电学院,武汉,430072
摘    要:用真空预压法对某泵站进水渠在施工期滑坡的堤基进行加固,通过对加固过程中的监测成果及加固前后的检测成果进行分析,得出了预压区内土体的沉降变化规律、深层水平位移变化规律,依据实测沉降过程线计算出预压60 d后的渠堤土体固结度,并对加固效果进行了评价.真空预压使得渠堤土体的物理力学指标达到了设计要求,加固效果明显.

关 键 词:真空预压法  堤基加固  固结度  加固效果
文章编号:1001-5485(2005)05-0052-03
收稿时间:2004-08-18
修稿时间:2004-08-18

Application and Research of Vacuum Prepressing Method to Pumping Station
AI Kai,XU Bing,ZHANG Ji,FU Su.Application and Research of Vacuum Prepressing Method to Pumping Station[J].Journal of Yangtze River Scientific Research Institute,2005,22(5):52-54.
Authors:AI Kai  XU Bing  ZHANG Ji  FU Su
Abstract:Vacuum prepressing method can be applied to improve the foundation of bank in a pumping station. The laws of consolidation settlement and horizontal displacement were found through the analyses of field monitoring and results of test before and after strengthening. The degree of consolidation of soil of the bank was calculated by duration curves of measured settlement drawn from field monitoring data after prepressing sixty days The result of reinforcement was verified to be satisfactory.
Keywords:vacuum prepressing method  reinforcement of foundation of bank  degree of consolidation  strengthening effect
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