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- W19093206 abstract "Granitic residual soil is well-known as having potential to shear failure. Utilization of additive isone method that can be applied to stabilize the soil. This study was conducted to determine theeffectiveness of using POFA which is a local available material as one alternative in stabilizingthe soil by increasing its shear strength. A series of laboratory tests were conducted indetermining the physical properties, compaction and shear strength on granitic residual soil. Thesoil samples; both disturbed and undisturbed were obtained from the vicinity of Taman BukitPerdana, Batu Pahat, Johor. The samples were divided into three categories for the compactionand shear strength tests; (i) origin granitic residual soil, (ii) soil + POFA (passing 425umsieving) + lime and (iii) soil + POFA (passing 300u.m sieving) + lime. The optimum percentagethat yields the highest strength is at soil + 8%POFA (passing 300p.m sieving) + 8%lime. Allproportions are measured by weight. Analysis also shows that mixing soil with POFA and limeincreasing shear strength of soil. The highest value of shear strength that was obtained from thisstudy is 100.55 kPa. Permeability tests have shown that the value of k in the range of 1.1689 x106to 1.9956 x 10-7 m/s were produced from mixture with the percentages of 8 % POFA andthe size of 425 urn + 8% lime. Besides that, mixtures with POFA 8% (300 um) and 12% (300um and 425 um) also substantially reduced the k value which is suitable for the construction ofearth dam core." @default.
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- W19093206 date "2007-01-01" @default.
- W19093206 modified "2023-09-27" @default.
- W19093206 title "The behaviour of granitic residual soil with POFA and lime additives" @default.
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