[1]李丽华,马强,王翠花.废旧轮胎颗粒水泥混合土三轴试验研究[J].郑州大学学报(工学版),2014,35(04):33-35.[doi:10.3969/j.issn.1671 -6833.2014.04.008]
LI Lihua,MA Qiang,WANG Cuiying,et al.Triaxial Test on Mixture Soil of Waste Tire Granules and Cement[J].Journal of Zhengzhou University (Engineering Science),2014,35(04):33-35.[doi:10.3969/j.issn.1671 -6833.2014.04.008]
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废旧轮胎颗粒水泥混合土三轴试验研究(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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35
- 期数:
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2014年04期
- 页码:
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33-35
- 栏目:
-
- 出版日期:
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2014-08-30
文章信息/Info
- Title:
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Triaxial Test on Mixture Soil of Waste Tire Granules and Cement
- 作者:
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李丽华; 马强; 王翠花
-
- Author(s):
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LI Lihua; MA Qiang; WANG Cuiying; etc;
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School of Civil Engineering and Architecture, Hubei University of Technology, Wwhan, China 430068
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- Keywords:
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waste lire ; mixture soil; shear strength
- 分类号:
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TU502
- DOI:
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10.3969/j.issn.1671 -6833.2014.04.008
- 文献标志码:
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A
- Abstract:
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The black pollution of waste tires around the world has exerted large stress on environment. Themixtures of clay, cement and waste tire granules have so many advantages, such as light quality, high strengthand toughness, good seismic resistanee and impermeability ete. , which ean be used for coating material olbank or slope to reduee eraek and deformation. There are some triaxial testes on strength properties of mixturesoil and influence of waste tire granules. Test results have shown that the properties of clay mixed with litlecement and some waste tire granules can be improved greatly and shear strength inereases obviously. The criti.eal value of the tire granules is about 20%6 wih the cement content being constant, when the cohesion and thestrength ofthe mixtures can reach the maximum.
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