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Comparative Analysis of Windy Accumulated Sands by Heavy-Typed Compaction and Surface Vibration Compression Method of Desert Areas in China

机译:中国沙漠地区重型压实和表面振动压缩法对刮风蓄积的比较分析

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Windy accumulated sand samples are collected in the main desert (Sandy land) in China, they are carried out the comparative tests by heavy-typed compaction and surface vibrated compression method. The results show that the effect of surface vibrated compression is stronger than that of heavy-typed compaction in general, especially when the water content is approaching to 0 or the saturation state, the former is greater than the latter by about lg/ cm~3; When the water content is about ranging from 1 % to 5 %, the former is still mostly higher than the latter, yet not much and the most is under 0.3 g/ cm~3, even the former is slightly lower than the latter sometimes; When the water content is within other intervals, it shows a transitional situation. The main reason is the influence of false cohesion arising from the capillary water. In view of this, when determining the compression standard (maximum dry density) for the construction of wind-accumulated sand base, the surface vibrated compression method should be adopted, especially when it is dry compression or full water compression.
机译:在中国的主要沙漠(砂土)中收集有刮风的蓄积沙样,通过重类型的压实和表面振动压缩方法进行比较试验。结果表明,表面振动压缩的效果比一般来的重型压实的效果强,尤其是当水含量接近0或饱和状态时,前者大于后者约Lg / cm〜3 ;当水含量约为1%至5%时,前者仍然高于后者,但最多低于0.3克/厘米〜3,即使是前者略低于后者;当水含量在其他间隔内时,它显示出过渡情况。主要原因是毛细管水引起的假凝聚力的影响。鉴于此,当确定用于施加风累积砂底的压缩标准(最大干密度)时,应采用表面振动压缩法,特别是当它是干压缩或全水压缩时。

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