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In this test, a 10 g of oven-dried soil sample passing through a number 40 sieve (425 m) was click over here into a graduated free-swell jar with capacity of 100 ml, and filled with water. Plastic consumption is increasing day by day due to rapid growth in population and urbanization, recycling of these plastics is very less compared to its production and a and a large quantity of plastic is dumped in to landfills as waste. Characterization of SoilThe characterization of the soil sample was done according to particle size distribution, Atterberg limit tests and specific gravity of soil test. It is important to keep the soil’s moisture content as close to optimum moisture as possible. 1. Using fly ash as a means of soil stabilization varies in popularity around the world, depending on the location.

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The lifespan and characteristics of polymers can vary depending on the polymer. More importantly, the silt promotes water retention and air circulation since the soil is dense but does not bond together. Construction Technology (Career Building Course)6. When using soil dig this for erosion control you are trying to keep the top layer of the soil in place when water or wind disturbs the surface. Both improvement and drop of shear capacity were recorded for C and φ.

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While the powder method is desirable for applications with very wet soil, it does unfortunately have plenty of health concerns due to the powder being so fine. But any other arrangement will improve the shear capacity of the soil. Commonly, lime and cement are grouped together since they are very similar, both being used as a binder. Synthetic polymers are mineral-based and have many of the same binding properties as Portland cement. The sample was left until it reached its maximum swelling level.

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The sample was extruded and cut into the standard cylindrical shape. The free-swell test uses 10 g of sample in a standard graduated free-swell jar. Then the recorded i was reading this was computed with respect to the original 10 ml volume and expressed in percentage. Kumar, M.

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To execute this process, you will need heavy equipment that can apply a large compressive force. Results include a better
and longer lasting road with increased loading capacity. 2. There are four main types of soil: Sand, Silt, Clay and Loam. The best example of a sandy soil is beach sand. They are used to package water, soft drinks, liquid foods, and various other beverages.

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If there is no organic content in the soil, then the enzyme will have nothing to interact with and quickly die off. When the moisture content increases, the soil swells and its volume increases in a wide range from the original. The results obtained from this study favorably suggest
that inclusion of this material in expansive soils would be effective for
ground improvement in geotechnical engineering. However, traditional applications last 1 to 3 years with little maintenance. Polymer soil stabilization is the method of adding polymers to the soil in order to improve the overall physical property.

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The UCS machine website here used to compress the sample and both the applied load and change in length of the sample were recorded. It can significantly enhance the properties of the soil used in
the construction of road infrastructure. This makes polymers compatible with all types of soil, ranging from sandy soils to clay soils.
Soil stabilization is the process of improving the physical and chemical properties of soil. These methods include adding cement to the soil, adding chemicals to change the chemical or physical makeup of the soil, and mechanical methods such as compaction.

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Here
we are using plastic as soil stabilizer. This was witnessed when the compacted soil was extruded from the mold and left to air dry until it fully cracked.
Expansive soils are abundantly existing soil types in Ethiopia, particularly
Addis Ababa. The strips were prepared from waste plastic bottles that were collected from the nearby surroundings.

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The degradation of waste PET bottles takes a very long time in nature (more than a hundred years) [5]. .