EVALUATION OF LAND SUBSIDENCE POTENTIAL BASED ON NATURAL CONSOLIDATION AND WATER TABLE DOWNWARD IN SANITARY LANDFILL TALANGGULO AREA, JAMBI
The construction site of municipal solid waste (TPA) with sanitary landfill technology in Talanggulo, Jambi, showing potentially high for land subsidence, based on previous survey. To understand the condition for land subsidence in Talanggulo area, based on the value, geological condition, and se...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/66146 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The construction site of municipal solid waste (TPA) with sanitary landfill
technology in Talanggulo, Jambi, showing potentially high for land subsidence,
based on previous survey. To understand the condition for land subsidence in
Talanggulo area, based on the value, geological condition, and settlement factor,
it required the analysis and investigation from the pattern and characteristic of
sedimentary layer, both its physical and mechanical properties. By getting that
information, it can be analyzed and evaluate the influence of geological properties
to the land subsidence. The research investigates land subsidence based on two
consolidation factors, the settlement based on natural consolidation and the
settlement based on decreasing of water table. The method that uses are analytical
method (one-dimension consolidation) and finite element method with 3 scenarios:
natural consolidation, water table downward and increasing of burden by waste
disposal from 3 geotechnical drill in research area (BH-01, BH-02, and BH-03.
Result of the geological investigation shows Talanggulo area consist of 6
sedimentary layers, those are silty clay (thickness 3,4 m), silty shale (thickness 3,1
m), sandy silt (thickness 2,7 m), silty sand (thickness 4,3 m), clayey silt (thickness
2,4 m), and clay layer (thickness 4 m). based on compressional index (Cc) and
consolidation coefficient (Cv) in research area, it observes the clay and silty clay
layer have thick layers, in result of the dissipation process for those layers happens
slowly, thus potentially still consolidated and takes much longer. Both land
subsidence factors (natural consolidation and decreased water table) are in charge
for the settlement, with the geological factors influ
subsidence at Talanggulo landfill. Therefore, the research area advised to attain
safe percentage of consolidation for sanitary landfill construct, later it need to
install geomembrane layer so the water table does not fluctuate by water infiltration
from the surface that can affect sedimentary layer.
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