PERFORMANCE OF LIME-TREATED MARINE CLAY ON STRENGTH AND COMPRESSIBILITY CHRACTERISTICS

Abstract

The presence of marine clay in Iskandar Malaysia Region, Nusajaya has caused expensive
solutions in the construction of structures and roads. Alternatively, soil treatment is suggested to increase the
strength of the unsuitable material to meet the constructions requirement for foundation and also to achieve the
specifications for development work. In this study, a series of laboratory test has been conducted to determine
the potential of lime to stabilize marine clay to form the basis of a strong, reliable land for construction of roads
and building. Testing program involves obtaining specimens of marine clays from various locations at Iskandar
Malaysia Region, followed by laboratory tests to determine the physical and engineering properties with and
without the addition of lime. The proportions of hydrated lime added are 3%, 6% and 9% to the untreated marine
clay and tested at 7 and 28 days curing periods. Results show an increase in strength with increasing lime
content. In addition, strength also increases significantly as early as 7 curing days and continues for 28 curing
days. In agreement with the strength tests, compression characteristics improved with increasing lime content
and as time prolonged. Hence, lime is successful and considered effective to improve the strength and
compressibility behavior of Marine clay.