Abstract:
Sri Lanka is ambitiously pursuing for the massive infrastructure developments to meet the social
demand and to foster economic growth. Construction highways and railways is a key focus area of the
development effort. A considerable quantity of suitable soil which would be a major requirement for
implementing such projects. In most of the cases, soils found near to the construction sites are rejected due
to low California bearing ratio (CBR); although, they satisfy other parameters. Hence, engineers have to
transport the suitable soil by hauling long distances incurring additional transport cost. If, locally available
material can be improved, it would be the most beneficial solution to infrastructure developments. This study
discusses the improvement of such rejected soils with fly ash from several construction sites in Sri Lanka. Fly
ash is an abundantly available byproduct of the Norechchole Thermal Power plant. The basic soil tests such
as particle size analysis, Atterberg limits, Proctor compaction and CBR tests were conducted on unimproved
and improved soils. The CBR values of improved soils in different locations could be identified as increased
with various percentage of soil with fly ash on weight basis. Mixing is proposed with a traditional conveyor belt
mechanism. Use fly ash for infrastructure developments is to be motivated with objective in protecting
environment by utilization of new alternatives and reducing the excessive dumping of fly ash to the
environment.
