非粘结性的
网络 饱含水及无内聚力
The conclusion is suggested for the case of cohesionless soils preferably.
本文的结论似较适用于无粘性土层。
It is shown, for cohesionless soil, change of some parameters results in big sinkage, but others are not.
结果表明,对于无粘性土,一些参数的变化将会导致较大的下沉量,而另一些参数对结果的影响甚微。
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。
The low height chest beam of cohesionless PPC possesses the superiority such as construction handy and economizing material et al.
无粘结部分预应力混凝土低高度箱梁具有施工简便、节省材料等优越性。
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。