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- W2896688789 abstract "This study aimed to determine (1) the base characteristics of Bili-Bili Dam’s dredging sediment soil (2) the change of strength capacity of dredging sediment soil stabilized with cement for construction road subgrade. This study was conducted in laboratory by using dredging sediment samples from Bili-Bili Dam’s intake and taken from 12 dredging points and located around 100-200m from sluice gate of the dam. Testing and data analysis used are standard methods such as ASTM, AASTHO, and SNI. The result of study showed that the base characteristics of dredging sediment as fined grain soil (silt-clay) with CBR soaked 2,21% by various percentage of cement addition 5%, 10%, and 20% (cement stabilized). CBR to 21,07% for the percentage 5% cement, cbr value has been qualified as a road subgrade (>6%)." @default.
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- W2896688789 date "2012-12-01" @default.
- W2896688789 modified "2023-09-23" @default.
- W2896688789 title "Bearing Capacity of the Subgrade Soil Sediment Dredging Bili-Bili Dam with Cement Stabilization" @default.
- W2896688789 hasPublicationYear "2012" @default.
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