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石灰改良膨胀土试验研究
引用本文:解松芳,郭跃华,江涛,郭贵林.石灰改良膨胀土试验研究[J].内蒙古农业大学学报(自然科学版),2008,29(4).
作者姓名:解松芳  郭跃华  江涛  郭贵林
作者单位:1. 内蒙古农业大学能源与交通工程学院,呼和浩特,010018
2. 赤峰市敖汉旗公路管理工区,赤峰,024000
3. 内蒙古鄂尔多斯市东方路桥集团公司,鄂尔多斯市,012000
摘    要:本文以内蒙古呼集线的膨胀土为研究对象,用掺入石灰的方法来改良膨胀土的工程性质,并重点研究石灰对膨胀土强度及水稳定性的影响,通过实验得出本文所用的膨胀土的掺灰量为10%时,其无侧限抗压强度和水稳定性为最优。

关 键 词:膨胀土  石灰  改良试验

EXPERIMENTAL STUDY ON LIME-TREATED EXPANSIVE SOIL
XIE Song-fang,GUO Yue-hua,JIANG Tao,GUO Gui-lin.EXPERIMENTAL STUDY ON LIME-TREATED EXPANSIVE SOIL[J].Journal of Inner Mongolia Agricultural University(Natural Science Edition),2008,29(4).
Authors:XIE Song-fang  GUO Yue-hua  JIANG Tao  GUO Gui-lin
Abstract:This paper using the expansive soil which is obbtained from the highway of Huhhot to Jining in Inner Mongolia as the object of study,the expansive soil is mixed with lime to improve tis engineering nature,and to focus on how the lime to influence the strength and water stability of expansive soil.It is found by experiments that the expansive soil mixed with 10 percent of the lime,its unconfined compressive strength and water stability can reach optimal.state.
Keywords:Expansive  soil lime  stabilized tests  
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