汉译英 有奖!综合国内外的已有研究成果,有以下结论：a．同一类结合料的半刚性材料在相同的环境下的失水量、干缩应变和干缩系数的大小顺序为：稳定细粒土＞稳定粒料土＞稳定粒料；b

汉译英 有奖!综合国内外的已有研究成果,有以下结论：a．同一类结合料的半刚性材料在相同的环境下的失水量、干缩应变和干缩系数的大小顺序为：稳定细粒土＞稳定粒料土＞稳定粒料；b
汉译英 有奖!
综合国内外的已有研究成果,有以下结论：
a．同一类结合料的半刚性材料在相同的环境下的失水量、干缩应变和干缩系数的大小顺序为：稳定细粒土＞稳定粒料土＞稳定粒料；
b．对于稳定细粒土,半刚性材料的收缩性的大小顺序为：石灰土＞水泥土和水泥石灰土＞石灰粉煤灰土,土中粘粒含量越大,干缩越大；
c．对于稳定粒料土,半刚性材料的收缩性的大小顺序为：石灰稳定类＞石灰粉煤灰稳定类＞水泥稳定类.

汉译英 有奖!综合国内外的已有研究成果,有以下结论：a．同一类结合料的半刚性材料在相同的环境下的失水量、干缩应变和干缩系数的大小顺序为：稳定细粒土＞稳定粒料土＞稳定粒料；b
(译文）Synthesizes domestic and foreign had the research results,has the following conclusion :
a.the identical kind of binding's semi-rigid material's under same environment water loss,the air shrinkage strain and coefficient of shrinkage's size order is:Stable fine grain earth > stable aggregate earth > stable aggregate;
b.regarding the stable fine grain earth,the semi-rigid material's contractility size order is:The calcareous soil > the water soil and the cement calcareous soil > the lime powdered coal dust,in the earth the clay content is bigger,the air shrinkage is bigger;
c.regarding the stable aggregate earth,the semi-rigid material's contractility size order is:Lime stabilization kind > lime pulverized coal ash stable kind > cement stabilization kind.

Synthesizes domestic and foreign had the research results, has the following conclusion:
a. identical kind of binding's semi-rigid material's under same environment water loss, the air shrinkag...

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Synthesizes domestic and foreign had the research results, has the following conclusion:
a. identical kind of binding's semi-rigid material's under same environment water loss, the air shrinkage strain and coefficient of shrinkage's size order is: Stable fine grain earth > stable aggregate earth > stable aggregate;
b. regarding the stable fine grain earth, the semi-rigid material's contractility size order is: The calcareous soil > the water soil and the cement calcareous soil > the lime powdered coal dust, in the earth the clay content is bigger, the air shrinkage is bigger; c. regarding the stable aggregate earth, the semi-rigid material's contractility size order is: Lime stabilization kind > lime pulverized coal ash stable kind > cement stabilization kind.

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