Andere Kunden interessierten sich auch für
![Swell-shrink behaviour of fiber-reinforced expansive soils]( "Swell-shrink behaviour of fiber-reinforced expansive soils")
Swell-shrink behaviour of fiber-reinforced expansive soils23,99 €![Effect of fly ash on engineering behaviour of swelling soils]( "Effect of fly ash on engineering behaviour of swelling soils")
Effect of fly ash on engineering behaviour of swelling soils26,99 €![Effect of initial surcharge on swelling characteristics]( "Effect of initial surcharge on swelling characteristics")
Effect of initial surcharge on swelling characteristics23,99 €![Expansive Soil: Identification & Mitigating Techniques]( "Expansive Soil: Identification & Mitigating Techniques")
Expansive Soil: Identification & Mitigating Techniques26,99 €![Swell-consolidation behaviour of lime and pond ash blended clays]( "Swell-consolidation behaviour of lime and pond ash blended clays")
Swell-consolidation behaviour of lime and pond ash blended clays23,99 €![Behaviour of Soils Stabilized with Phosphoric acid and Lime:]( "Behaviour of Soils Stabilized with Phosphoric acid and Lime:")
Behaviour of Soils Stabilized with Phosphoric acid and Lime:51,99 €![Effect of lime on engineering behavior of fly ash]( "Effect of lime on engineering behavior of fly ash")
Effect of lime on engineering behavior of fly ash23,99 €
This research explores the efficacy of use of random oriented geofiber reinforcement in controlling swell shrink behaviour of expansive soil. The effect of fiber content (fc), which was varied as 0.25% and 0.50% on rate of heave, swell potential and swelling pressure was studied in the case of oedometer samples(diameter = 60mm, height = 20mm). Moreover, the effect of the aspect ratio (length to width ratio of geofiber) which was varied as 3, 6 and 10 on swelling behaviour was also investigated. Influence of sample thickness on heave was investigated using cylindrical samples compacted in Proctor s mould (diameter =100mm) in both unreinforced and fiber-reinforced conditions. Further, these samples compacted in Proctor s mould were subjected to alternate wetting and drying cycles to simulate field condition. Useful data were obtained.