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SOIL STABILIZATION IN PAVEMENT DESIGN USING PERIWINKLE SHELL
Abstract
This work discussessoil stabilization in pavement design using periwinkle shell. Pulverized periwinkle shell (PPS) stabilization of Nigerian lateritic soil was investigated. Various amounts of PPS (2%, 4%, 6%, 8% and 10%) were added to the soil to study its effects on the particle size distribution, Proctor compaction characteristics, consistency limits, unconfined compressive strength (UCS), California Bearing Ration (CBR) and durability tests. Test results show lower maximum unit weight, higher optimum moisture contents (OMC) reduction in clay fraction (CF) with increased PPS. 2% PPS treatment of lateritic soil yielded peak 7 days UCS and CBR values of 850 kN/m2 and 17% respectively, which are below 1,700 kN/m2 and 180% for UCS and CBR, respectively, recommended for adequate cement stabilization, it is concluded that PPS cannot be used alone as stabilizer but needs to be combined with other binding materials, such as fly ash.
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