摘要
随着基础设施建设的发展,人们不得不面对许多淤泥类软土地基.本文根据大量室内试验成果,分析了淤泥的微观结构、应力应变关系以及固结特性,得出了一些规律性结论,对于软粘土地基的理论设计与工程实践有重要的指导意义.
With the rapid development of economic of littoral, in civil projects the people have to encountered many saturated soft clay foundation. This paper have studied consolidation properties based on saturated soft clay test, and draw some conclusion, which is significant for design and engineering practice of marine ooze foundation.
出处
《河南科学》
2006年第4期571-573,共3页
Henan Science
基金
河南省教育厅自然科学基础研究项目(200510463003)
河南省高校青年骨干教师资助项目(2005099)
关键词
软土
工程特性
固结
soft clay engineering properties consolidation
