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    陕南膨胀土区夯土筑坎梯田试验

    Experiment on terraced field of ramming earth construction in the expansive soil area of southern Shaanxi

    • 摘要: 研究以典型膨胀土为对象,将膨胀土与一定比例的生石灰、水泥(2%、4%、6%和8%)拌和,保持土体含水量在22%并夯实(夯实密度1.65 g/m),采用常规土壤物理学方法,测定膨胀土梯田田坎的力学强度、崩解性和抗冲性等指标。结果表明:1)随着生石灰、水泥添加比例的增加,膨胀土的膨胀率与膨胀力均有明显下降,当添加比例超过4%时,膨胀土的膨胀率与膨胀力降低幅度减小。2)添加2%的生石灰、水泥后,膨胀土的崩解速度最快,添加4%以上生石灰、水泥后,膨胀土的崩解速度开始逐渐降低,尤其以添加6%的生石灰和8%的水泥表现最好。3)随着生石灰、水泥添加比例的增加,膨胀土的抗冲性逐渐提高。加入2%的生石灰、水泥后,膨胀土的抗冲性大为增强,随着添加比例的增加,膨胀土的抗冲性提高不显著。4)随着生石灰、水泥添加比例的增加,膨胀土的水稳性逐渐增强,当生石灰添加比例增加到8%时,膨胀土的水稳性开始降低。添加水泥、生石灰到膨胀土,能减小膨胀土的膨胀率,提高土体的抗崩解性、抗冲性和水稳性,在考虑梯田建设经济效益的前提下,添加4%生石灰、6%水泥,能达到最佳膨胀土梯田筑坎的效果。

       

      Abstract:
      Background This work aims to study the improvement effect of quicklime and cement on expansive soil and provide important theoretical support and technical basis for the construction of terraces in southern Shaanxi.
      Methods Taking typical expansive soil as the object, the expansive soil was mixed with certain proportion of quicklime and cement(2%, 4%, 6%, and 8%), then the mixed soil was compacted with a compaction density of 1.65 g/m3 under the condition that the soil moisture was 22%. The traditional soil physical methods were used to determine the disintegration resistance, soil anti-scour ability, and the mechanical strength of the expansive soil terraces.
      Results 1) As the proportion of added quicklime or cement increased, both the expansive rate and expansive force of the expansive soil decreased significantly. When the addition proportion exceeded 4%, the expansive rate and expansive force reduced. 2) After adding 2% quicklime and cement, expansive soil collapsed the fastest. After adding more than 4% quicklime and cement, the disintegration speed of the expansive soil began to be gradually reduced, especially the performance was the best while adding 6% quicklime and 8% cement. 3) With the proportion of quicklime and cement added, the impulse resistance of the expansive soil gradually increased. After adding 2% of quicklime and cement, the impulse resistance of the expansive soil was greatly enhanced, and with the increase of the adding proportion, the impulse resistance of the expansive soil was not significant. 4) With the proportion of quicklime and cement increased, the water stability of the expansive soil gradually increased, and when the proportion of quicklime increased to 8%, the water stability of expansive soil began to decrease.
      Conculsions Adding cement and quicklime to the expansive soil way reduce the expansive rate of the expansive soil, and improve the anti-disintegration, impulse resistance and water stability of the soil. Under the premise of considering the economic benefits of the terrace construction, adding 4% quicklime and 6% cement can achieve the construction effect of the optimal expansion of the terraced fields.

       

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