__HOT__ Crack Stat Ease Design Expert 8.0 Software 13
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Install the program and before running, run the rlm file located in the path Crack \\ statease-rlm with Run as administrator. Now run the program and select the license type Network license and enter the server name of the license 127.0.0.1 and confirm.
The suppositories were formulated using different concentrations of PEG 1500, PEG 6000, and Poloxamer 407. The effect of formulation factors on product characteristics was evaluated statistically using Design Expert v. 13 software.
The factors showed a significant effect on the dependent variable % drug release. The interaction between factors and % drug release is shown as a 3D response surface plot in Figure 2 and as a counterplot in Figure 3. From the polynomial equation shown below (Equation (7)), it was observed that both factors A and B have a negative effect on the response, whereas factor C has a positive effect on the response. A special quadratic model was suggested by the software for response deformation time, showing the significant value (0.0150), value (9.09), and (0.8140).
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Nowadays, various kinds of fibers are commonly applied to asphalt pavement, including lignin fiber, polyester fiber, glass fiber, and so on. As a new eco-friendly mineral fiber, basalt fiber is made of basalt rocks with high mechanical performance, low water absorption and appropriate temperature range [7]. The production of basalt fibers produces less waste and can be degraded directly in the environment without any harm after abandonment. Previously, a lot of research has been carried out to study the influences of basalt fiber on improving the performance of asphalt binder and its mixture by researchers and pavement engineers. Wang et al. [8] investigated the influences of basalt fiber on bitumen binder and mastic at low temperatures by using direct tension and fatigue tests. The results indicated that due to adding basalt fiber, the break stress of binder increased by about 4.5% and the stiffness modulus of mastic increased by 26%. Meanwhile, basalt fiber resulted in improving the fatigue-resistance property of binder and mastic to some extent. Gu et al. [9] analyzed the characteristics of basalt fiber and found that basalt fiber exhibits excellent strength, durability and suitability. Results revealed that the rheological performance of basalt fiber modified asphalt mastic are promoted and remarkable at higher temperature. Cheng et al. [10] indicated that basalt fiber can enhance the high- and low-temperature properties of asphalt mastics in terms of softening point, cone penetration, viscosity, force ductility, DSR and BBR tests. Zhang et al. [11,12] studied the rheological, viscoelastic characteristics of basalt fiber reinforced asphalt mastic and mortar based on 3D model and numerical analysis. Numerical analysis showed that basalt fiber leads to stress redistribution of asphalt mortar and decreases the stress. Moreover, the effects of basalt fiber content and aspect ratio on the shear and compressive properties of matrix were also discussed. Qin et al. [13] carried out an investigation on the properties of basalt fiber modified bitumen mastics with various fiber length and content. Basalt fiber with 6 mm length had much better bitumen adsorption and strength. Compared with lignin fiber and polyester fiber, basalt fiber-modified bit