Triaxial Test on Mixture Soil of Waste Tire Granules and Cement
[1]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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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
35卷
Number of periods:
2014 04
Page number:
33-35
Column:
Public date:
2014-08-30
- Title:
- Triaxial Test on Mixture Soil of Waste Tire Granules and Cement
- Keywords:
- waste lire ; mixture soil; shear strength
- CLC:
- TU502
- DOI:
- 10.3969/j.issn.1671 -6833.2014.04.008
- Abstract:
- 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.
- References:
- -
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