中期是地块的最终固结阶段，在此期间发生了褶皱变形，是高压变质作用的初期阶段；
The middle stage witnesses final consolidation of the massifs, their participation in fold deformations, which coincide with the initial stages of high P metamorphism.
根据这些函数关系，就可推算出最终主固结沉降、剩余沉降以及固结时间，为工程施工提供理论依据。
According to these relationships, the final primary consolidation settlement, remnant settlement and consolidated time can be calculated easily.
固结系数决定着桩的极限承载力在初期的发挥，但并不影响桩的最终极限承载力。
The effects of soil friction Angle and coefficient of consolidation on pile ultimate bearing capacity were both analysed.
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