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- W2554842110 abstract "Soft soils (Clay soils / Cohesive soils) often exhibit undesirable engineering properties such as low strength, swelling and shrinkage characteristics etc., to improve these properties the common method followed is stabilization. In this paper an attempt was made to assess the effectiveness of Soft soil blended with Alkaline compound for soil stabilization. It gives solution for proper utilization Alkaline compound and also provides good subgrade material for pavement construction. In fact NaOH here is used as an Alkaline compound along with Flyash as filler material. Use of natural fiber in civil engineering for improving soil properties is advantageous because they are cheap, locally available and eco-friendly. The natural fiber reinforcement causes significant improvement in shear strength , Load bearing capacity and other engineering properties of the soil. Over the last decade the use of randomly distributed natural, artificial and synthetic fiber has recorded a tremendous increase. Keeping this in view an experimental study was conducted on locally available soil, reinforced with Sisal fiber. In this study the soil samples were prepared at its maximum dry density corresponding to its optimum moisture content in the CBR mould with and without reinforcement. The percentage of Sisal fiber by dry weight of soil was taken as 0.25%, 0.5%, 0.75%,1%, 3%, 5% etc. In the present investigation the length of fiber was taken as 30 mm. The laboratory CBR values of soil reinforced with Sisal fiber and chemical compound at different percentages were determined. The effects of percentage of fiber and chemical on CBR value, UCC and Shear values of soil were also investigated separately to the normal soil. As we know that Sisal fiber is a biodegradable product. Hence to improve its durability it is necessary to apply an agent such as either turpentine oil or linseed oil. Finally this paper giving a notation on the optimum percentage of fiber and Chemical compound to attain the good results and also the behaviour of stress - strain of soil before and after adding the chemical and fiber to the normal soil and chemically stabilized and reinforced soil." @default.
- W2554842110 created "2016-11-30" @default.
- W2554842110 creator A5064096073 @default.
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- W2554842110 date "2015-01-01" @default.
- W2554842110 modified "2023-09-27" @default.
- W2554842110 title "STABILIZATION OF SOFT SUBGRADE AND EMBANKMENT SOIL BY USING ALKALINE SOLUTION AND REINFORCING WITH SISAL FIBER" @default.
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