本文介绍了黄河淤泥沙的基本特性，并在此基础上，比较详细地阐述了利用黄河泥沙生产烧结多孔砖的工艺过程。
The paper introduce the base properties of the silt, and disucss the processing of multi-hollow brick used the silt from Huanghe River.
通过大量试验，研究了淤泥在卸荷作用下的变形特性。
Deformation properties under unloading have been studied through large Numbers of tests.
本文利用大量室内外试验对海滩区淤泥路基的固结变形特性和稳定性进行系统研究。
In our research abundant indoor and outdoor tests were used to thoroughly study the consolidation deformation properties and stability of the seaside silt roadbed.
通过对淤泥的组成与产生特性的分析，认为淤泥的现场脱水固化是其合理利用与处置的关键。
Based on analysis of the characteristics of sludge composition and formation, it is believed that the key point is to dewater and solidify sludge on the spot.
对海相淤泥固结变形特性的进一步研究将有助于同后的工程实践。
Engineering practices will be benefit from Marine clay consolidation deformation property study.
通过分析各种因素对土样的扰动影响，结合土样质量评价方法，证明了所取试样有很好的质量，并从大量的物性试验以及微观结构试验，了解了海相淤泥的基本特性。
It proved that the samples have good quality by analyzing trouble influence and estimation methods, and understand the essence characteristic of Marine ooze form physical and microstructure 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 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.
在分析淤泥特性的基础上，进行了模型及参数的选取。
The model was selected and the parameters were modified on the basis of analyzing the characteristics of the silt.
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。
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.
淤泥中的负孔隙水压力则较小，其数值大小主要取决于所处位置的软土特性。
But the negative pore water pressure in the soft soil is smaller, which is decided by the geologic characteristics of the soft soil.
淤泥中的负孔隙水压力则较小，其数值大小主要取决于所处位置的软土特性。
But the negative pore water pressure in the soft soil is smaller, which is decided by the geologic characteristics of the soft soil.
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