Engineering behaviour of fibre-reinforced pond ash and silty sand

This note presents the results of laboratory investigations conducted on si lty sand and pond ash specimens reinforced with randomly distributed polyes ter fibres. The test results reveal that the inclusion of fibres in soils i ncreases the peak compressive strength, CBR value, peak friction angle, and ductility of the specimens. It is concluded that the optimum fibre content for both silty sand and pond ash is approximately 0.3 to 0.4% of the dry u nit weight.