And created by the conditions of flow at the dynamic interface between a body of cohesionless sediments particles and a fluid.

由无粘结性沉积物颗粒和流体间的动态界面的流动条件所造成。

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This method may be of more practical significance to saturated cohesionless soils, sensitive clays and Marine sediments which are easily disturbed while sampling.

本文对不易取样的饱和无粘土，较灵敏粘性土以及海底沉积土层的天然孔隙率和容重的测定似更具有实用价值。

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