Natural plant-based coagulant is a natural based coagulant that can be used in coagulation process of water treatment. This study was conducted to investigate the potential of plant-based materials as coagulants for surface water treatment. Two types of locally available plant-based materials were selected as natural coagulants in this study are soybean and banana peel. Their efficiency in removing turbidity and color from raw surface water were analysed. Findings from the present study showed that the coagulation efficiency using soybean and banana peel were comparable to conventional chemical coagulants. The treatment of surface water using soybean and banana peel coagulant were found to be the most effective at dosage of 120 mg/L. The turbidity removal efficiency for soybean and banana peel are 23.2% and 15% respectively. In present works, both plant-based coagulants were found to be a suitable coagulant for surface water on the basis of removal of turbidity and color, respectively.

Plastic have become a major problem in solid waste management due to its inability to degrade when they are disposed at landfill site. Approximately 0.80 kg/capita to 1.9 kg/capita of municipal solid waste is generated daily in Malaysia, which is expected to increase annually. Cracking of rigid pavement is the phenomenon where the pavement fails under repetitive loading by a load smaller than the load that can cause failure in single application. Other than that, decrements of the flexural strength due to the lower tensile strength can cause the joint spalling. The larger the load, the smaller will be the number of repetition to cause cracks. In this study paper presents the effect of Polyethene terephthalate (PET) road barrier waste as alternative addition in concrete grade C40 for rigid pavement. The material was obtained from Jabatan Kerja Raya(JKR) Seberang Perai Tengah and it need through cutting process to become fiber with range size about 12mm15mm length and 3mm-5mm width before to be addition into concrete. Four types of concrete mixes with different percentages of PET road barrier fibers which are 0%, 1%, 2% and 3%. Each specimen consist of six cube samples and one beam. The six cubes represent sample at 3 days, 7 days and 28 days. The beam sized 150mm x 150mm x 750mm was only tested on 28 days of curing. The result obtained on the compressive test, 2% of additive PET road barrier in concrete shows the highest result compare to the 0% and 1% additive. Compression test result shows 2% of PET road barrier waste fibers as the optimum percentage of PET road barrier additive with the maximum load of 42.13 MPa.

Acoustic emission (AE) has been widely used for monitoring of the structure performance. However, identification of structure’s characteristic is still limited assess. Hence, this paper presents the characteristic of AE of different thicknesses of reinforced concrete (RC) slabs. Two different thicknesses of grade C25/30 RC slabs which are 125 mm and 175 mm were prepared and designated as S125 and S175, respectively. The slabs were designed based on Eurocode 2 with the size of 500 mm width x 1000 mm length were tested under three-point loading in conjunction with the AE monitoring. The maximum loads of the slabs were identified. The acoustic signal strength was analyzed and discussed. It is found that the maximum load of the RC slabs is increased as the thickness of the slab increases. Moreover, the signal strength of S175 is greater than the S125. Hence, this study is beneficial to provide factual data on the maximum load and AE characteristic of different thicknesses of slab.