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。
Based on both shear force and stream power and through theoretical derivation, the incipient motion critical conditions of cohesionless uniform sediment are achieved.
通过理论推导，得出基于剪切力和水流功率的均匀沙起动临界条件表达式。
The ground pressure distribution and the shape of failure surface by conducting model tests for the cylindrical retaining wall of a shaft in cohesionless soils are discussed.
讨论了无黏性土中圆柱型挡土墙的模型试验，给出土压力的分布和破坏面形状。
The ground pressure distribution and the shape of failure surface by conducting model tests for the cylindrical retaining wall of a shaft in cohesionless soils are discussed.
讨论了无黏性土中圆柱型挡土墙的模型试验，给出土压力的分布和破坏面形状。
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