2014-9th

Permanent URI for this collectionhttp://192.248.9.226/handle/123/13514

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Browsing 2014-9th by Subject "bearing capacity"

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    Stabilization of expansive clay soil using buton rock asphalt the other utilization of buton rock asphalt
    Rusbintardjo, Gatot
    Subgrade is the lowest layer of the pavement that must eventually support all the loads that come onto the pavement structure. Therefore, it is essential to make sure that the layer is stable and has sufficient shearing strength to withstand the traffic induced stresses without excessive deformation. If the subgrade soil is poor, sufficient shearing strength, then it must be stabilized to improve its properties. In this paper Buton Rock Asphalt (BRA) was studied to stabilize the expansive clay subgrade soil of Semarang-Purwodadi road in North-East Central Java Province of Indonesia. Amount of 2%, 4%, 6%, and 8% of BRA by weight of soil were added. As comparison or control, natural sand in amount of 5 to 25% in increments of 5% by weight of soil was also added. Laboratory works show that BRA can improve bearing capacity of soil far higher than the natural sand resulted. By adding 8% by weight of soil, BRA can improve bearing capacity of those of expansive clay soil, measure by using CBR, from the value of CBR 1.6% to 5.97% or increase 373%, while 20% of sand only increasing the CBR of soil become 3.90% or increase 244%. Increasing of CBR by adding BRA is in linear line with the line equiation y = 51.54x + 2.126. This mean if the percentage of BRA also 20% the CBR value of BRAstabilized soil is 12.43% and suitable as well as very good for subgrade material.