International Seminar On Infrastructure Development 2016 (ISID 2016)Makassar, Indonesia, September 22, 2016, 2016
ABSTRACT: The use of clay liners as a landfill cover system is alternative materials that are wid... more ABSTRACT: The use of clay liners as a landfill cover system is alternative materials that are widely used in almost all
the existing landfill system in Indonesia and in the world. Instead of the relatively low cost of procurement is also
available in almost all regions in Indonesia. However, alternative reliable landfills have not been much discussed and
researched. There was a lot of experimental research on strengthening soft soil by using chemical additive and
synthetic fibres. A previous study showed that the addition of fiber in the soils can reduce cracking intensity of soils,
but did not improve the mechanical behaviour of the soils. Furthermore, The use of fo chemical additive such as fly ash can
improve the mechanical behaviour of soft soils. The objective of this research is to investigate the performance of soft
soils as cover barrier landfill stabilized by fly ash and strengthening by natural fiber (palm oil fiber) to overcome the
dilemma of increased strength behaviour of soft soil at once followed by a decrease in hydraulic conductivity. The
results of this study show that the performance of soft soils stabilized by fly ash and natural fiber reinforcement (Palm
Oil Fiber) showed an increase greatly of the value of untrained compressive strength (qu), soil density, shear strength,
and the hydraulic conductivity of soils increase with the content fiber been added. Whoever, the hydraulic conductivity
of soils decrease consistently when the percentage of fly ash increase. Few samples has values that qualify as landfill
cover layer.
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Papers by Sukiman Nurdin
moisture content that can reach less than 400%. This research would explore peat soils at
Lalombi Village, West Donggala due to temperature and time-consuming thermal processing.
Properties of peat soils measured that those included moisture content analyses with different
degrees of thermal process and different time cycle, the Organic and ash content, Atterberg
limit and specific gravity have been measured. The shear strength test conducted with the vane
shear apparatus. The thermal process, which increased gradually, shows that moisture content
decrease to minus 125,687%. The loss of moisture content predicted because of water placed in
a micro and macro void of peat soils could be evaporating, and the moisture content in peat
soils after thermal process decline to just only 0,23%. The Shear strength of peats soils after
the thermal processing was reached 38 KPa at a temperature of 100 Degree Celsius for 72
hours of thermal processing.
Keywords: Peat soils; thermal processing; moisture content; shear strength
Keywords; Flow liquefaction Capping layer Excess pore water pressure Settlement
Key Word: Landfill, Site investigation, Waste, Groundwater.
the existing landfill system in Indonesia and in the world. Instead of the relatively low cost of procurement is also
available in almost all regions in Indonesia. However, alternative reliable landfills have not been much discussed and
researched. There was a lot of experimental research on strengthening soft soil by using chemical additive and
synthetic fibres. A previous study showed that the addition of fiber in the soils can reduce cracking intensity of soils,
but did not improve the mechanical behaviour of the soils. Furthermore, The use of fo chemical additive such as fly ash can
improve the mechanical behaviour of soft soils. The objective of this research is to investigate the performance of soft
soils as cover barrier landfill stabilized by fly ash and strengthening by natural fiber (palm oil fiber) to overcome the
dilemma of increased strength behaviour of soft soil at once followed by a decrease in hydraulic conductivity. The
results of this study show that the performance of soft soils stabilized by fly ash and natural fiber reinforcement (Palm
Oil Fiber) showed an increase greatly of the value of untrained compressive strength (qu), soil density, shear strength,
and the hydraulic conductivity of soils increase with the content fiber been added. Whoever, the hydraulic conductivity
of soils decrease consistently when the percentage of fly ash increase. Few samples has values that qualify as landfill
cover layer.