Sewage sludge is a by-product generated within the wastewater treatment process. Severe concern arised as the sludge are massively been dumped to the landfill and it may affect the environment. Many studies had been conducted in reusing the sewage sludge as construction material, where it is one of the optional ways to solve the issue. In this study, dried sewage sludge was incinerated with two different temperatures in order to produce sewage sludge ash (SSA), which are 800°C and 1000°C. Afterfew processes, this SSA then reused in mortar as cementreplacement with the replacement percentage of 5%, 10%, 15% and 20% by weight. The strength performance of mortar specimens was investigated after 7, 28, 60 and 90 days of curing. From the results, it is clearly showed that the compressive strength of all mortar specimens increased when the period of curing was prolonged. Moreover, almost all compressive strength of SSA mortars was higher than the control mortar. Therefore, there is potential to reuse this waste material as part of construction materials and hence, its plays an important role for future researches in minimisation of waste.
It is foreseen that the properties of Polymer Concrete (PC) can be further
enhanced if the PC is bonded to or sandwiched between Glass Fibre Reinforced
Plastic (GFRP) laminates, later termed as PC-GFRP system. In the present
investigation, the performance of PC-GFRP was assessed in terms of its bending
strength and bonding strength between PC and GFRP. Panels of PC size 500
mm × 500 mm × 20 mm were prepared. The panels then were cut into specimens
of appropriate geometry and dimensions required for the tests. Four (4) different
resin contents and different percentages of aggregate of different particle size
distributions were employed in preparing the PC-GFRP specimens. A batch of
PC specimens was layered with a Glass Fibre Reinforced Plastic (GFRP)
laminate on one side (SSL) and the other batch PC specimens were sandwiched
with two GFRP laminates (DSL). The PC-GFRP specimens were tested their
bending strength under three-point load test and bonding strength between
PC as a core material and glued GFRP laminate(s). The results showed that an
increase in the resin content increases the bending strength of the PC regardless
of the aggregate grading. The results also revealed that the PC specimens with
well-graded aggregate recorded the highest bending strength, with coarser
grading resulted in further increase. The bending strength of the PC-GFRP
Base isolation is a technique installed to absorb any movement or vibration on the structures. The incorporation of nanocomposites into elastomer as the interesting materials especially for the active stiffness and vibration control of structural systems. A base isolator is made up of alternate layers of steel and rubber. The performance of magnetic rubber device is dependent on mechanical and magnetic properties of composite rubber materials. A vibrating sample magnetometer (VSM) is an instrument to detect the magnetic properties. The article provides information on the magnetic properties corresponding to different carbon nanotubes loadings of 0%, 1%, 3% and 5% and different loading of microcarbonyl iron (MCI) i.e. 0% (B0), 10% (B10), 20% (B20) and 30% (B30) in natural rubber compound. The magnetic properties dataset described the data from compression test.