https://www.selleckchem.com/pr....oducts/caerulein.htm
On the basis of a modified three-dimensional (3D) random distribution fiber model, this study further investigates the flexural-tensile rheological behavior and its influence factors of fiber-reinforced asphalt mortar. First, the viscoelastic creep at a temperature of 15 °C for pure asphalt mortar as the control sample are obtained by the beam bending creep test to fit the Burgers constitutive parameters. Second, a 3D numerical model consisting of a homogeneous asphalt mortar matrix with viscoelastic parameters and short and straight
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