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
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![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](/uploads/image/z/12745529-17-9.jpg?t=%E6%B1%89%E8%AF%91%E8%8B%B1+%E6%9C%89%E5%A5%96%21%E7%BB%BC%E5%90%88%E5%9B%BD%E5%86%85%E5%A4%96%E7%9A%84%E5%B7%B2%E6%9C%89%E7%A0%94%E7%A9%B6%E6%88%90%E6%9E%9C%2C%E6%9C%89%E4%BB%A5%E4%B8%8B%E7%BB%93%E8%AE%BA%EF%BC%9Aa%EF%BC%8E%E5%90%8C%E4%B8%80%E7%B1%BB%E7%BB%93%E5%90%88%E6%96%99%E7%9A%84%E5%8D%8A%E5%88%9A%E6%80%A7%E6%9D%90%E6%96%99%E5%9C%A8%E7%9B%B8%E5%90%8C%E7%9A%84%E7%8E%AF%E5%A2%83%E4%B8%8B%E7%9A%84%E5%A4%B1%E6%B0%B4%E9%87%8F%E3%80%81%E5%B9%B2%E7%BC%A9%E5%BA%94%E5%8F%98%E5%92%8C%E5%B9%B2%E7%BC%A9%E7%B3%BB%E6%95%B0%E7%9A%84%E5%A4%A7%E5%B0%8F%E9%A1%BA%E5%BA%8F%E4%B8%BA%EF%BC%9A%E7%A8%B3%E5%AE%9A%E7%BB%86%E7%B2%92%E5%9C%9F%EF%BC%9E%E7%A8%B3%E5%AE%9A%E7%B2%92%E6%96%99%E5%9C%9F%EF%BC%9E%E7%A8%B3%E5%AE%9A%E7%B2%92%E6%96%99%EF%BC%9Bb)
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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