This thesis has created a new rheological model by discussing the rule of pure cement's shearing strength varied with the shearing time.
通过讨论纯水泥浆液随剪切速率的变化，剪切应力的变化规律，来建立新拌水泥浆体的流变模型。
This paper studies the shearing strength characteristics of reinforced sandy soils from the results of triaxial comparative testings of reinforced sandy soils with pure sands.
本文通过加筋砂土和纯砂的三轴对比实验结果，研究了加筋砂土的抗剪强度特性。
It has been shown that the results of mechanical stress are in agreement with that of the JET toroidal field coils, the shearing stress is small along conductor, approximate to pure tension coil.
计算结果表明，拉应力结果与JET环向场d形线圈的结果一致，沿导体的剪应力很小，近似为纯张力线圈。
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