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Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil

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Table 1. Mix Design and Type of Tests Conducted in Experimental Program
Figure 4. Scheme and arrangement of the apparatus for split-tensile test
Figure 5. Test results of various mix design
Figure 6. Strength and deformation characteristics (a – c), and load – deformation characteristics (d – f)
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Influence of Plastic Waste Fibers on the Strength of Lime-Rice Husk Ash Stabilized Clay Soil

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