4.6 Article

Incorporation of Volcanic Ash for Enhanced Treatment of a Cement-Stabilized Clayey Soil

Journal

Publisher

ASCE-AMER SOC CIVIL ENGINEERS
DOI: 10.1061/(ASCE)MT.1943-5533.0003571

Keywords

Clay stabilization; Volcanic ash; Cement; Unconstrained compressive strength (UCS); California bearing ratio (CBR)

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The study evaluated the effect of volcanic ash on the improvement of cement performance in clay stabilization, finding that the addition of volcanic ash significantly enhanced the mechanical properties of the mixture and reduced the plasticity index. The optimal mixture of 6% cement and 15% volcanic ash showed nearly twice the increase in UCS and CBR values after 28 days.
Many techniques, most notably soil stabilization, have been developed to enhance soil characteristics due to the growing trend of constructing structures on clayey soils. Therefore, it is imperative that researchers address clay-related issues utilizing geotechnical engineering achievements. This study evaluated the effect of volcanic ash (tuff) as a natural pozzolan on the improvement of cement performance in the clay stabilization. Various compositions of cement (0%-6% by dry mass) and tuff (0%-20% by dry mass) were added to clay and cured for 7 and 28 days. Then a set of tests, including modified Proctor, Atterberg limits, electrical conductivity (EC), pH, unconstrained compressive strength (UCS), California bearing ratio (CBR), wet-dry durability, and scanning electron microscopy (SEM) and X-ray diffraction (XRD) analyses, were performed on the untreated and treated samples. The secant modulus (E-50) was measured to evaluate the stiffness of the specimens. The data showed that the incorporation of tuff into the studied cement-stabilized clay considerably enhanced the mixture mechanical properties and substantially reduced the plasticity index of the samples. After a 28-day period, the samples containing 6% cement and 15% tuff, as the optimum mixture, had increases of the UCS and CBR values of approximately twice those containing 6% cement. Moreover, the inclusion of tuff into the cement-soil blends increased the durability of the samples. According to the SEM and XRD analysis, the addition of tuff to the samples containing cement caused the formation of more cementitious compounds and fully changed the soil structure. The findings indicate that the use of tuff can lead to improved cement performance in the stabilization process. (C) 2020 American Society of Civil Engineers.

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