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基坑施工周围孔隙水压力变化规律及其应用
引用本文:黄院雄,刘国彬.基坑施工周围孔隙水压力变化规律及其应用[J].同济大学学报(自然科学版),1998,26(6):654-658.
作者姓名:黄院雄  刘国彬
作者单位:同济大学地下建筑与工程系!上海,200092
摘    要:通过工程现场实测,研究了基坑施工过程中扎隙水压力随时间、工况的变化规律,提出了可供设计采用的水压力折减系数的概念,并对传统的水压力的计算方法提出新的见解,对基坑工程的设计和施工有较大的实用意义

关 键 词:水压力的折减系数  实测孔隙水压力  实测静止水压力

Observed Performance of Pore Water Pressure around Deep Excavation and Its Application
Hnang Yuanxiong, Liu Guobin, Liu Chunjie.Observed Performance of Pore Water Pressure around Deep Excavation and Its Application[J].Journal of Tongji University(Natural Science),1998,26(6):654-658.
Authors:Hnang Yuanxiong  Liu Guobin  Liu Chunjie
Abstract:This paper analyses in detail the change laws of pore water pressure based on the field measurements during excavation, and pments the qualitative relations of time - pore water pressure and case - pore water pressure. It puts forward a new idea on the traditional water pressure. A reduction coefficient of water pressure, which is applicable to underground engineering design, is given.
Keywords:Reduction coefficient of water pressure  Measured pore water pressure  Measured at-rest water pressure  
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