试验研究了石灰稳定土在交通荷载、湿循环等因素作用下的稳定性。
Based on laboratory tests, the stability of lime stabilized soil under environmental effects such as dry and wet cycle is discussed.
抗疏力固化土能够大大减少土壤的膨胀现象，效果明显优于石灰稳定土。
The CONSOLID solidified soil can significantly reduce the expansion of the phenomenon of soil, significantly better than the lime stabilized soil.
文章针对石灰稳定土的特性，提出了使石灰稳定土基层达到较高强度的措施。
This paper provides measures to make lime stabilized foundation reach a higher intensity according to characteristics of lime stabilized soil.
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