它们和正常意义上的土及岩石均有明显的区别。
They have clear difference with the soil and rock in normal.
而当应力水平高于这一临界值时，表现出正常固结土的力学特性。
Mean while, if the stress level is higher than the critical value, marine soft soil shows mechanical property of normally consolidated soil.
计算软土次固结的常用方法没有反映荷载变化的影响，实际上只适用于正常固结土。
The conventional method to compute secondary consolidation of soft soils does not reflect the influence of load. It is only applicable to the normally consolidated soils actually.
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