Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust
There are different techniques to stabilize and improve the properties of soils with low shear strength, bearing capacity and other swelling parameters. This study includes the chemical analysis of expansive soils using X-ray diffraction (XRD) and scanning electron microscopy (SEM) before and after the stabilization using tire rubber powder (TRP) and cement kiln dust (CKD) in order to evaluate the geotechnical properties. Test results indicate that the inclusion of CKD-TRP mixture, not only reduces the plasticity of soil but also increases its unconfined compression strength, maximum dry density, and other strength characteristics. Finally, 5% TRP and 10% CKD addition is recommended as an optimum amount from the viewpoint of plasticity and strength characteristics.
Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust
There are different techniques to stabilize and improve the properties of soils with low shear strength, bearing capacity and other swelling parameters. This study includes the chemical analysis of expansive soils using X-ray diffraction (XRD) and scanning electron microscopy (SEM) before and after the stabilization using tire rubber powder (TRP) and cement kiln dust (CKD) in order to evaluate the geotechnical properties. Test results indicate that the inclusion of CKD-TRP mixture, not only reduces the plasticity of soil but also increases its unconfined compression strength, maximum dry density, and other strength characteristics. Finally, 5% TRP and 10% CKD addition is recommended as an optimum amount from the viewpoint of plasticity and strength characteristics.
Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust
Naseem, A. (Autor:in) / Mumtaz, W. (Autor:in) / De Backer, H. (Autor:in)
2019
Aufsatz (Zeitschrift)
Englisch
Lokalklassifikation TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
Stabilization of Expansive Soil Using Tire Rubber Powder and Cement Kiln Dust
| Online Contents | 2019
Stabilization of Expansive Soil with Cement Kiln Dust and RBI Grade 81 at Subgrade Level
| British Library Online Contents | 2016
Stabilization of Expansive Soil with Cement Kiln Dust and RBI Grade 81 at Subgrade Level
| Online Contents | 2016
Stabilization of Expansive Soil with Cement Kiln Dust and RBI Grade 81 at Subgrade Level
| Online Contents | 2016
Stabilization characteristics of cement-kiln dust
| British Library Conference Proceedings | 2000