LAND SUBSIDENCE ANALYSIS USING PLT D-INSAR METHOD AND ONE-DIMENSIONAL CONSOLIDATION IN SIDOARJO MUD VOLCANO AREA
The land subsidence in Mud Volcano Sidoarjo, called LUSI, was caused by the release of fluids and clay consolidation in the area. The volume of material released was 4,301.42 m3 /year, with the highest intensity reaching 4,814.32 m3 /year. The amount of material extracted affects land subsi...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/86045 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | The land subsidence in Mud Volcano Sidoarjo, called LUSI, was caused by the
release of fluids and clay consolidation in the area. The volume of material released
was 4,301.42 m3
/year, with the highest intensity reaching 4,814.32 m3
/year. The
amount of material extracted affects land subsidence, flooding, and infrastructure
damage in the LUSI area. Land subsidence in the LUSI area can be caused by two
main factors, namely clay consolidation and other material influences. Therefore,
monitoring using differential interferometric synthetic aperture radar (D-InSAR)
and one-dimensional (1D) consolidation calculations is needed to determine the
rate of land subsidence, predict the time of land subsidence, know the most
influential factors for land subsidence, and determine the rate of land subsidence
that occurs.
Pairwise Logic Technique (PLT) analysis of PLT D-InSAR was used with Sentinel-
1A imagery to determine the rate of land subsidence (cm/year). Existing GPS data
then validated the processing results. The land subsidy rate results from the GPS-
validated PLT D-InSAR treatment were compared with the 1-dimensional (1D)
consolidated drill data analysis. From the results of PLT D-InSAR analysis, 1D
consolidation, and other material influences, an analysis of the rate of land
subversion in LUSI can be carried out.
The results of the analysis of the PLT D-InSAR PLT method and 1D consolidation
showed that the areas affected by the decline with an average rate of decline are
high land subversion areas (1.47 – 1.83 cm/year), medium land subsidy areas (1.36
– 1.47 cm/year), and low land subsidence areas (1.01 – 1.36 cm/year).
Land subversion due to the influence of clay consolidation is 0.343 cm/year with a
maximum time of 1000 – 3753 years. The contribution due to the influence of clay
consolidation was 21.37%. Land subversion due to the influence of other materials
is 1,011 cm/year with a maximum time of 1000 – 6862 years. The contribution due
to different material influences is 62.99%. |
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