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软土固结系数确定方法的研究及应用
引用本文:王煜霞,许波涛. 软土固结系数确定方法的研究及应用[J]. 岩土工程技术, 2010, 24(5): 217-220,226. DOI: 10.3969/j.issn.1007-2993.2010.05.001
作者姓名:王煜霞  许波涛
作者单位:深圳中广核工程设计有限公司,广东深圳,518057
摘    要:在砂井地基固结度计算中,土的固结系数是一个十分重要的参数,土的固结系数通常通过室内试验求得,但室内取得水平向固结系数制样比较困难。利用软基处理过程中孔隙水压力监测资料来推算软土的固结系数,并和室内试验加以对比分析,总结出二者之间的相互关系及变化规律,可供同类工程设计借鉴。

关 键 词:软粘土  固结系数  固结度  孔隙水压力

Aapplication and Research for Determining Coefficient of Consolidation of Soft Clay
Wang Yuxia,Xu Botao. Aapplication and Research for Determining Coefficient of Consolidation of Soft Clay[J]. Geotechnical Engineering Technique, 2010, 24(5): 217-220,226. DOI: 10.3969/j.issn.1007-2993.2010.05.001
Authors:Wang Yuxia  Xu Botao
Affiliation:Wang Yuxia Xu Botao (China nuclear power design company Ltd. , Shenzhen 518057, Guangdong, China)
Abstract:In the calculation of consolidation degree of sand drain ground, coefficient of consolidation is an important parameter. Normally we get the coefficient of consolidation by laboratory testing, but it is diffieult to prepare solid specimen for radial coefficient of consolidation. In the paper, the writer uses pore water pressure time curve on soft base treatment to calculate reckoning the consolidation degree of soft clay, analyzes by comparing with the laboratory test result, it summarizes their mutual relations and changes regularity. The result can be referenced for similar design.
Keywords:soft clay  coefficient of consolidation  degree of consolidation  pore water pressure
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