Investigative study of leachate degradation in soil from bottom ash as filling embankment in road pavement / Muhammad Azam Abdul Rahim

• Main Author: Abdul Rahim, Muhammad Azam
• Format: Student Project
• Language: English
• Published: 2022
• Subjects: TP Chemical technology; Chemical engineering; Special processes and operations; Extraction
• Online Access: https://ir.uitm.edu.my/id/eprint/67272/1/67272.pdf; https://ir.uitm.edu.my/id/eprint/67272/

The main objective of this research is to study the effect of leachate produced from bottom ash (BA) road filling embankment in soil via batch leaching test. Batch leaching test comprises of multiple compacted soil sample from three different borehole point, The soil sampling was done by hand auger to obtain every layer of soil and reach enough depth. Amount of soil from each location should be at least 2 kg to cater if any emergency happens. All samples of soil will be dried for 24 h in the oven to get rid of the unwanted water content in it. Every soil sample will be first filtered out through 212 pm before proceeding to mould the soil into cylindrical shape. The usage of automatic soil compactor will be the main key point of forming the shape and determining the Optimum Moisture Content (OMC). Batch leaching test of the finished samples will be executed in a tightly closed 2 L beaker in order to avoid reaction of outer air and disturbing the leaching process. Extraction fluid of glacial acetic acid diluted with deionized water will be prepared as required by the total number of extractions. Repetition of eluate renewal will be following the schedule set up until 63 d of leaching. The analyses of pH, conductivity and heavy metal were done to examine the Toxicity Characteristics Leaching Procedure (TCLP) of BA as filling embankment. Conductivity of the leachate produced is below the dangerous level which is under 100 ps/cm for the contamination in water. Value of pH obtained are around 3-5 which alter the original acidity of the eluate due to the alkalinity of soil mixed with bottom ash. Heavy metal analysis is the crucial parameters in this research and the results recorded highest came from copper element 4.771 mg/L. The concern towards heavy metal is for the reason of possible contamination towards the soil and groundwater. All things considered, the research concludes that the bottom ash as filling embankment in road pavement are following the guidelines and regulation set by Department of Environment (DOE). Reusing of bottom ash as filling embankment is advantageous towards many sides and does not contaminate the groundwater.