进行了冷态和热态实验，结合理论分析研究了密度锁的抗扰动机理。
The anti-disturbance mechanism of the density lock is analyzed by cold and hot state experiments with theoretical analysis.
在天然土体原位扰动机理的分析研究基础之上，提出了针对原位扰动土的折线形原位压缩曲线。
Based on the mechanism of field disturbance, a new method for modifying the compression curve of disturbed soil was developed.
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