Abstract

All the civil engineering projects such as highways, water reservoirs, railways, buildings etc. requires large quantity of earth material. The mankind was wondering about the instability of earth materials especially expansive soil for centuries. Large areas are being covered with highly plastic and expansive soil quite often which is not suitable for such purpose. They can be hard when dry and they can be soft in moist conditions. Soils subjected to volumetric changes with seasonal moisture variation always create problem for lightly loaded structure by consolidating under load. It results in excessive settlement of superstructures usually and differential movements causing damage to foundation systems, structural elements and architectural features. Promising results were obtained by various researchers for the application of such expansive soil after stabilization with additives such as sand, silt, lime, fly ash, etc. A relatively new solid waste, Building Demolished Waste (BDW), can be used for stabilization of expansive soils for various uses in combination with potassium chloride. This study was planned to access the role of potassium chloride inclusions in improving the weak expansive soil besides stabilizing it with Building Demolished Waste in different proportions.

Highlights

  • Various experiments like Compaction, Strength and CBR tests were conducted by replacing different percentages of Building Demolished Waste and further stabilizing it with Potassium Chloride as a binder in expansive soil

  • 25% with an increment of 5% and the results are shown in the % replacement in Expansive soil with Building Demolished Waste. below table.4.1

  • Table. 4.2:Results showing the properties of expansive soil with building demolished waste and Potassium chloride

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Summary

Review of Literature

Soil is an unconsolidated loose material derived from disintegration of rocks or decay of vegetation. The soil which supports the pavement from beneath is called sub grade. The soil with significant plasticity may be subjected to volume changes with changes in moisture conditions. These changes in volume can cause the pavement to heave or shift with changes in moisture content and may cause a reduction in the density and strength of the subgrade, accelerating pavement deterioration. In India, the area covered by expansive soils is nearly 35% of the total area. They normally spread over a depth of 2 to 20m. Soil is the formed as a result of the influence of the temperature, precipitation, slope, organisms on parent materials (original minerals)

Soil Formation Studies
Problems Associated with Expansive Soils
Previous Studies
Properties of Soil Sample
General
Plot showing the variation of Optimum Moisture Content with
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