• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
张立新, 王家澄. 石灰土冻胀特性试验研究[J]. 岩土工程学报, 2002, 24(3): 336-339.
引用本文: 张立新, 王家澄. 石灰土冻胀特性试验研究[J]. 岩土工程学报, 2002, 24(3): 336-339.
ZHANG Lixin, WANG Jiacheng. Experimental study on frost heaving behaviors of lime soil[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 336-339.
Citation: ZHANG Lixin, WANG Jiacheng. Experimental study on frost heaving behaviors of lime soil[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(3): 336-339.

石灰土冻胀特性试验研究

Experimental study on frost heaving behaviors of lime soil

  • 摘要: 为考察石灰土在冻结状态下的物理力学性质 ,对不同石灰含量的石灰土的冻胀特性进行了试验研究。试验结果表明 ,石灰土的孔隙度和导水系数随着石灰含量的增加不断减小 ,而黏聚力则不断增加。在这种情况下 ,石灰土的冻胀率随着石灰含量的增加呈现显著减小的趋势。综合其它有关因素 ,从防止冻胀的角度来看 ,石灰含量的最优值约为 12 %~ 15 %左右

     

    Abstract: This paper is concerned with the physico mechanical properties of lime soil during freezing process.By experiment the frost heaving behaviors of lime soil with different lime content are studied.The test results show that the porosity and hydraulic conductivity of lime soil decrease and the cohesion strength increases with increasing of lime content.Thus,the amount of frost heaving of lime soil is much smaller than that of pure soil.The optimum lime content is about 12%-15%.It is concluded that mixing of lime with soil has noticeable influence on the freezing behaviors of soil and causes a restraint on the frost heaving.

     

/

返回文章
返回