The use of clay as a landfill cover system is a choice of alternative materials that are widely used in almost all the existing landfill system in Indodonesia and in the world. In addition to the relatively low cost of procurement is also...
moreThe use of clay as a landfill cover system is a choice of alternative materials that are widely used in almost all the existing landfill system in Indodonesia and in the world. In addition to the relatively low cost of procurement is also available in almost all regions in Indonesia. However, alternative reliable overburden landfills has not been much discussed and researched. The purpose of this study is to design an ideal final cover layer landfill technically and mechanically. The results showed that the addition of fly ash and palm oil fiber (POF) between 10% of fly ash and 0.5% of POF can enhance the mechanical value of soils. the compressive strength of soils increase from 39.4 kPa to 89.0 kPa or rose by 129%, decreasing the value of soil hydraulic conductivity is to be 1,2x10-7 from the initial value of 1,17x10-6 or decreased by 850.4%, increase in soil friction angle of 8.55° to 24 °, and lowering the soil liquid limit of 33.48% to 24.5%, decreasing of swelling potential of 8 % to only 1.5% at the end of the wetting cycle, reduce the cracking intensity factor (CIF) from 1.96% to zero cracks. Mechanical behavior is heavily influenced by the nature of fly ash which has of a small water absorption and change the water in the soil for the pozzolanic reaction and produce calcium hydrate silica (CSH), in which the reaction is to form granules (binder) in the soil so that the soil becomes dense and hard, while palm oil fiber have cellulose and lignin as dominant compounds that tend to have high water absorption but serves to strengthen the fiber tensile force between the fibers and the soils surface due to adhesion forces so that the soil is not easily collapse and reduce the potential shrinkages and cracking of the soils.. I. INTRODUCTION Cracks behavior of natural clay used as Compacted clay liners (CCL) is the main problem of the structure of clay. because it will lead to cracks in the overburden landfills. and consequently will reduce the sealing function of the cover layer dramatically. From the standpoint of engineering, landfill cover materials must have sufficient technical properties, such as low hydraulic conductivity, sufficient compressive strength, high tensile strength, and flexibility. The drying process will lead to the behavior of cracks in clay soil will cause the surface of the liquid migrating into landfills causing increased liquid and gaseous waste. In the end the potential for contamination of soil and ground water will increase [14]. Currently there are several possibilities in the use of other materials to improve the performance of the clay as a hydraulic barrier in landfills. Research to design a cover liners that is ideal in landfills, which is to analyze the mechanical behavior of soft soil, the behavior and development of shrinkage and cracking of soft soil, stabilized fly ash and reinforcement fibers whether it can increase the capacity of soft soils as final cover landfill, it also makes models of laboratory hydraulic conductivity of soil stabilization fly ash and fiber in its effectiveness to retain surface run on and leachate from the landfill.