Influences of Freezing-thawing Cycle on Expansive Force of Expansive Soil Improved by Different Proportional Weathered Sand
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    Abstract:

    [Objective] The qualitative and quantitative relations between the expansive force of weathered-sand-improved expansive soil and the effects of weathered sand content, the number of freezing-thawing cycles on the expansive force were studied. [Methods] Weathered sand was put into the expansive soil with the proportions of 0,10%,20%,30%,40%,50% and the expansive force was tested on the consolidation test apparatus in condition of freezing-thawing cycles with the times of 0,1,3,6,9,12. [Results] The expansive force of weathered-sand-improved expansive soil reduced obviously. Both the expansive force of weathered-sand-improved expansive soil and the extent of the expansive force reduces as the proportion of weathered sand increased in the same time of freezing-thawing cycles. In contrast, the two items reduced as the times of freezing-thawing cycles increased in the same proportion of mixed weathered sand. The expansive force of the weathered-sand-improved expansive soil and the natural logarithm of the number of freezing-thawing cycles showed negative linear correlation relationship in the same content of weathered sand. [Conclusion] Both of the freeze-thaw cycles and the proportion of mixed sands all affect the expansive force of expansive soil.

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杨俊,刘世宜.冻融循环对不同比例风化砂改良膨胀土膨胀力的影响[J].水土保持通报英文版,2016,36(4):133-137

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History
  • Received:October 17,2015
  • Revised:November 05,2015
  • Adopted:
  • Online: September 21,2016
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