英文好的亲，帮我翻译一下啦，谢谢！

3 results and discussion

As noted in the previous section,first two groups of dual preparations and its characteristic lies in through the X- beam polyblend analysis, in order to clarify BA and SBS which any type nanometer compound materials form separately with the clay mix.
Regarding BA/20A polyblend, four different method preparation fabric, just like Table 1 and is the softening point (after mix conclusion and storing stability test) and the seepage, the clay content to the softening point and the penetration influence linear: The softening point change very small load and the low clay only are B3 and the B4 fabric are important, but seeps in B1 reduces B3 and B4 which approximately a half starting value and the B2 fabric further halves, this is the first sign which has not fallen off occurs, is same because of and the anticipated behavior,
when the traditional filling material is the similar density increase, in low clay load, each pellet maintenance independence; Moreover under the high temperature, the maltha base current also does not have the clay.In the high clay load change situation, completely has not possibly been dispersed in the clay particle in the asphalt, therefore affects mutually, forms the intense influence whole changing character energy.
The storage test confirmation, the asphalt and the clay, somehow or other, do not have separate have the caking, even if two materials have the specific density, different person (1015 and 1770 kilograms/cubic meter asphalt and clay distinction).

s in the previous section, the first of two sets of binary preparation and its characteristic is that through a blend of X - ray analysis, to find out what type of nanocomposite formation of BA and SBS respectively mixed with clay. For blend BA / 20 a, four different kinds of preparation methods of composite, as table 1 and the softening point (at the end of the mixing and storage stability test) and penetration, clay content on the softening point and penetration is not linear: the influence of softening point of the change is very small load and low clay for B3 and B4 are important, and penetration in B1 reduce about half of the initial value and B2 combination further by half of B3 and B4, the first sign of this is not fall off, because with the expected behavior, when the traditional filler is similar concentrations increased ?

Results and discussion, as in the previous section, the first of two sets of binary preparation and its characteristic is that through a blend of X - ray analysis, to find out what type of nanocomposite formation of BA and SBS were mixed with clay. Blend for BA / 20 a, four different kinds of preparation methods of composite, as table 1 and the softening point (at the end of the mixing and storage stability test) and penetration, clay content on the softening point and penetration is not linear: the influence of softening point of the change is very small load and low clay for B3 and B4 are important, and penetration in B1 reduce about half of the initial value and B2 combination further by half of B3 and B4, the first sign of this is not fall off, because with the expected behavior, when the traditional filler increasing concentration is similar, in low clay loading, each particle independence; And at high temperature, no clay soft asphalt base flow. At higher clay load cases, changes in the clay particles may not have been completely dispersed in the asphalt, therefore interaction, forming strong influence on the performance overall flow variations. Storage test confirmed that the asphalt and clay, somehow, without phase separation occurred binding, even if both material has a specific density, different people (1015 and 1770 kilograms/stere asphalt and clay, respectively).
不一定对啊。。