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超深基坑地下连续墙外侧孔隙水压力监测及分析
引用本文:王春波,丁文其.超深基坑地下连续墙外侧孔隙水压力监测及分析[J].兰州理工大学学报,2011,37(5):116-120.
作者姓名:王春波  丁文其
作者单位:同济大学地下建筑与工程系,上海200092;同济大学岩土及地下工程教育部重点实验室,上海200092
摘    要:对地铁车站超深基坑地下连续墙外侧孔隙水压力进行监测,综合分析孔隙水压力随时间、深度的分布规律及特点.利用最小二乘法原理,以多项式函数提取相对隔水层孔隙水压力监测曲线的趋势项和随机项,并对其孔隙水压力进行预测分析,预测结果与实际监测数据接近说明预测效果良好.通过对超深基坑施工过程中孔隙水压力的监测及分析可得结论,当围护结...

关 键 词:超深基坑  地下连续墙  孔隙水压力  预测分析  相对隔水层

Monitoring and analysis of pore water pressure outside of diaphragm wall of super-deep foundation pit
WANG Chun-bo,DING Wen-qi.Monitoring and analysis of pore water pressure outside of diaphragm wall of super-deep foundation pit[J].Journal of Lanzhou University of Technology,2011,37(5):116-120.
Authors:WANG Chun-bo  DING Wen-qi
Institution:WANG Chun-bo1,2,DING Wen-qi1,2(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China,2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,China)
Abstract:The pore water pressure outside of diaphragm wall of super-deep foundation pit of the sub station was monitored,and the pore water pressure distribution and characteristic with time and depth were comprehensively analyzed.The trend and stochastic terms in the pore water pressure monitoring curve of relatively impermeable layer were extracted by means of the polynomial function and least square principle,and the prediction analysis of the pore water pressure was carried out.The predicted result was close to ...
Keywords:super deep foundation pit  diaphragm wall  pore water pressure  predictive analysis  relatively impermeable layer  
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