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海相饱和软土固结特性的研究
引用本文:祝刘文.海相饱和软土固结特性的研究[J].港工技术,2010,47(4):51-54.
作者姓名:祝刘文
作者单位:中交第四航务工程勘察设计院有限公司,广东,广州,510230
摘    要:结合某工程实例,通过对海相饱和软土室内固结试验资料的分析,研究影响饱和软土固结特性的主要因素,如受压时间、压缩系数与压缩指数的关系、固结系数与固结压力的关系等。本研究结果表明,固结系数和次固结系数与固结压力相关,不宜采用快速固结法进行饱和软土固结试验。

关 键 词:海相饱和软土  固结特性  压缩系数  压缩指数  固结系数  次固结系数

Study on Consolidation Characteristics of Saturated Marine Soft Soil
Zhu Liuwen.Study on Consolidation Characteristics of Saturated Marine Soft Soil[J].Port Engineering Technology,2010,47(4):51-54.
Authors:Zhu Liuwen
Institution:Zhu Liuwen(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou Guangdong 510230,China)
Abstract:Combining with the practical example of some project and through the analysis on the data of the consolidation test for saturated marine soft soil,the main factors affecting the consolidation saturated soft soil such as pressing time,the relationship between compression coefficient and compression index,the relationship of consolidation coefficient and secondary consolidation coefficient are studied.It is considered that consolidation coefficient and secondary consolidation coefficient relate to the consolidation pressure,and quick consolidation method is not suitable for the saturated marine soft soil.
Keywords:marine saturated soft soil  consolidation characteristic  compression coefficient  compression index  consolidation coefficient  secondary consolidation coefficient
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