Bibliographic Details
| Title: |
Engineering Properties of Slag-Based Superfine Cement-Stabilized Clayey Soil. |
| Authors: |
Mollamahmutoğlu, Murat1,2,3,4, Avcı, Eyubhan2,5,6 |
| Source: |
ACI Materials Journal. Jul2018, Vol. 115 Issue 4, p541-548. 8p. |
| Subjects: |
Materials compression testing, Cement testing, Compressive strength, Clay soils, Permeability of concrete |
| Abstract: |
The aim of this research was to investigate such geotechnical properties as consistency limits, unconfined compressive strength (UCS), permeability, swelling potential, and the compressibility of slag-based, superfine cement (SSC)-stabilized, high-plasticity clayey soil. UCS of high-plasticity clayey soil was increased by SSC stabilization under both wet-cured and air-dried conditions. UCS values of SSC stabilized specimens under both conditions increased with time. Additionally, UCS values of SSC-stabilized specimens under air-dried condition were higher than those of SSC- stabilized specimens under wet-cured condition. The permeability of high- plasticity clayey soil was reduced by the SSC stabilization, and the permeability of SSC-stabilized soil decreased with time. The swelling potential and the compressibility of high-plasticity clayey soil were also reduced by SSC stabilization. [ABSTRACT FROM AUTHOR] |
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| Database: |
Engineering Source |
