英语翻译帮我翻译下,3．结果与讨论正如在前面的小节中,首先两组二元的制备和其特征在于通过X-射线的共混物分析,为了弄清什么类型的纳米复合材料形成的BA与SBS分别与粘土混合.对于BA／20

英语翻译帮我翻译下,3．结果与讨论正如在前面的小节中,首先两组二元的制备和其特征在于通过X-射线的共混物分析,为了弄清什么类型的纳米复合材料形成的BA与SBS分别与粘土混合.对于BA／20
英语翻译
帮我翻译下,
3．结果与讨论
正如在前面的小节中,首先两组二元的制备和其特征在于通过X-射线的共混物分析,为了弄清什么类型的纳米复合材料形成的BA与SBS分别与粘土混合.对于BA／20A的共混物,四种不同的方法制备的组合物,正如表1和软化点（在混合的结束和贮存稳定性试验后）和渗透,粘土含量对软化点和针入度的影响是不是线性的：软化点的变化很小的负载和低粘土只为B3和B4的组合物是重要的,而渗透在B1减少约一半的初始值和B2的组合物进一步减半的B3和B4,这是没有脱落发生的第一个迹象,因为与预期的行为一样,当传统的填充物是类似的浓度增加时,在低的粘土负载,每一个颗粒保持独立；而且在高温下,软沥青基流也没有粘土.在较高的粘土负荷变化情况下,在粘土颗粒可能没有被完全分散在沥青中,因此相互作用,形成强烈影响整体流变体性能.贮存试验证实,沥青和粘土,不知何故,无相分离发生粘结,即使两个材料具有特定的密度,不同的人（1015和1770公斤/
立方米沥青和粘土分别）.

英语翻译帮我翻译下,3．结果与讨论正如在前面的小节中,首先两组二元的制备和其特征在于通过X-射线的共混物分析,为了弄清什么类型的纳米复合材料形成的BA与SBS分别与粘土混合.对于BA／20
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).