Based on the study of predecessor, the in-situ test theories and consolidation characteristics of dredger soil under vacuum pressure were studied by theoretical analysis and model tests.
本文在总结前人研究成果的基础上，通过模型建立、理论分析和模型试验等方法对土的固结系数及渗透系数的原位测试理论和吹填淤泥真空固结特性进行了研究。
Based on the test of dynamic consolidation and with a variety of monitoring means, the most optimal technological parameters for dynamic consolidation construction are obtained.
通过强夯试验，利用多种监测手段取得最佳强夯施工工艺参数。
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。
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