California Bearing Ratio Analysis of Soaked Soil Sample Reinforced with Geotextile FIBRE
Keywords:
Reinforced Soil, Economy, Geotechnical, Geotextile, CBRAbstract
The advantage of reinforced soil in form of economy, ease of construction has resulted in extensive use of Reinforced soil in geotechnical engineering design and construction. This paper evaluates the effect of geotextile reinforcement on CBR value of soil. A total of 8 samples reinforced with varying degree and positon of geotextile fibre layer in soil were tested to determine the CBR value. One soil sample with no geotextile fibre content was also tested to determine the changes in CBR value due to geotextile fibre reinforcement. The CBR value was determined at two penetration depth namely 2mm and 5mm. the results obtained depicted that the soil samples consisting 3 layers of geotextile fibre resulted in highest CBR value.
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