Studies on compression strength parameters of stabilized black cotton soil blocks

被引：0
|
作者：
Mahendran, K. [1 ]
Vignesh, N.P. [1 ]
机构：
[1] Rural Technology Centre, Gandhigram Rural Institute (DU), Gandhigram, Dindigul, India
来源：
International Journal of Earth Sciences and Engineering | 2015年 / 8卷 / 01期
关键词：
Lime - Slags - Cotton - Kaolinite - Soil cement - Soils - Stabilization - Blast furnaces;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
This study deals with preparation and evaluation of compressive strength parameters of stabilized earth blocks made of black cotton soil. The process of stabilization of black cotton soil was done by using cement, sand and kaolinite group of clay minerals as stabilizers, at various mix proportions. The test results show that the cement and meta-kaolin with sand improved the strength of the blocks, besides shrinkage of the block decreased due to the presence of Ground Granulated Blast Furnace Slag (GGBS) and lime. Also the presence of lime reduces the plasticity of black cotton soil and it can be used as an alternate material to the cement as stabilizer in black cotton soil. © 2014 CAFET-INNOVA TECHNICAL SOCIETY. All rights reserved.
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页码：275 / 278
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