Generalized Kelvin model and Binghammodel are proposed to simulate the viscoelastic and viscoplastic behaviour of soil respectively.
用广义开尔文模型和宾汉姆模型来分别模拟土的粘弹和粘塑性状。
2
Dynamic characteristics under shear mode are analyzed. Velocity and pressure distributing between the flat and wave discs are educed with Binghammodel.
The test results showed that rheological behaviour of fresh cement pastes follows Binghammodel and mixing fly ash does not change its rheological property.