Stabilisasi Tanah‐Semen dan Tanah‐Kapur Dengan Variasi Indeks Plastisitas
Shalahuddin , Muhammad
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Cement and lime are stabilizer agents used for layer foundation of road construction. The problem are cement or lime give increase the more strength to soil with particular index plasticity. Aim this research is analysis soil blend with cement or lime 6 % and 9 % content to the product of standard proctor, unconfined compressive strength with variation of index plasticity. The tests are made at 3 type of soil with PI 9,60 %;22,05 % and 35,43 %. The result of the tests were indicated that the increasing cement content would decreasing OMC and increasing MDD of soil and its UCS, conversely the increasing lime content would increasing OMC and decreasing MDD but increasing its UCS.