The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显著的。
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.
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。
The analytical method and corresponding conclusions gained have more important theoretical meaning and practical values in the design and construction of deep foundation pit in saturated soft clay.
其方法和结论对软土深基坑的设计与开挖具有较为重要的理论意义与实用价值。
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