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真空预压软基处理孔隙水压力与地下水位监测研究
引用本文:颜波,周诗庆,张红芹.真空预压软基处理孔隙水压力与地下水位监测研究[J].江西科学,2010,28(4):473-475.
作者姓名:颜波  周诗庆  张红芹
作者单位:1. 广东省建筑科学研究院,广东,广州,510500
2. 江西中煤建设工程有限公司,江西,南昌,330001
摘    要:针对真空预压理论研究的不足,通过工程实例现场测试研究,实测得到了真空作用下孔隙水压力和地下水位随时间的变化曲线,采用渗流场理论分析了真空预压的加固机理、孔隙水压力和地下水位的变化规律及两者之间的联系,得到一些有益的结论。

关 键 词:孔隙水压力  地下水  真空预压  渗流场

Research on Pore Pressure and Groundwater Level in Vacuum Drainage Preloading
YAN Bo,ZHOU Shi-qing,ZHANG Hong-qin.Research on Pore Pressure and Groundwater Level in Vacuum Drainage Preloading[J].Jiangxi Science,2010,28(4):473-475.
Authors:YAN Bo  ZHOU Shi-qing  ZHANG Hong-qin
Affiliation:1.Guangdong Provincial Academy of Building Research,Guangdong Guangzhou 510500 PRC;2.Jiangxi Zhongmei Engineering Construction Co,LTD,Jiangxi Nanchang 330001 PRC)
Abstract:In terms of the deficiency of vacuum preloading theory research,data based on the field test is employed and relation curves of pore water pressure and groundwater level with time are established,seepage field theory is adopted to analyze vacuum preloading reinforcement mechanism,changing law of pore water pressure and groundwater level,as well as the relationship between both,and some useful conclusions are obtained.
Keywords:Pore water pressure  Groundwater  Vacuum preloading  Seepage
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