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EXPERIMENT THE EFFECTS OF SOAKING TIME VARIATION ON THE BEARING CAPACITY AND SWELLING OF SOFT CLAY STABILIZED USING IONIC SOIL STABILIZER 2500
Development of a construction or building is closely related with the physical and mechanical condition of the soil, and requires a good strength subgrade. But in practice, not all kind of soil has a good physical and mechanical characteristic in its original condition. Therefore, needs soil improvement efforts with the stabilization method. Stabilization effort which currently is mostly done is stabilization with additive materials, for example using Ionic Soil Stabilizer 2500 (ISS 2500). The type of soil which stabilized is soft clay from Belimbing Sari Village, District Jabung, East Lampung Regency. This research was conducted with two treatments on soil, that are original soil without adding materials and stabilized soil with adding materials ISS 2500 with examination for soaked CBR, consistency limit, and swelling potential. ISS 2500 optimum content was mixed with 0,8 ml and then carried out soaking the soil samples for 7 days, 14 days, and 28 days. The longer soaking time variations cause increase of water absorbed of the soil that will make getting soaked CBR values decrease, while the Plasticity Index value tends to increase. Swelling Potential value also tends to increase as the length of time of soaking. Keywords : ISS 2500, Soaked CBR, Swelling
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