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。
参考来源 - 软土的固结和渗透特性原位测试理论研究及应用·2,447,543篇论文数据，部分数据来源于NoteExpress
真空度在新吹填淤泥中的传递损失明显大于天然淤泥。
The loss of the vacuum degree transfer in new hydraulic fill muck is obviously larger than that in the muck.
真空预压过程中吹填淤泥地基的固结沉降规律与一般软土有重要的差别。
In Vacuum preloading process, the consolidation settlement rules of reclamation silt foundation are different from that of the general soft soil.
对于新近吹填淤泥形成的超软土地基，常规软基处理方法难以取得理想加固效果或根本无法实施。
Conventional improvement methods of soft ground are ineffective or unpractial for ultra-soft soil formed by newly hydraulic mud fill.
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