EVALUATION OF BUND STABILITY USING GEOSTUDIO SOFTWARE WITH GROUND IMPROVEMENT METHOD USING SAND-KEY AT RECLAMATION WORK ON SOFT SOIL

Bambang Pardoyo; Kresno Wikan Sadono; Indrastono Dwi Atmanto; Aden Tatag Surya Bhara Dhaksa; Nadya Paramitha Widiasari

doi:10.32497/wahanats.v26i2.3131

EVALUATION OF BUND STABILITY USING GEOSTUDIO SOFTWARE WITH GROUND IMPROVEMENT METHOD USING SAND-KEY AT RECLAMATION WORK ON SOFT SOIL

Bambang Pardoyo, Kresno Wikan Sadono, Indrastono Dwi Atmanto, Aden Tatag Surya Bhara Dhaksa, Nadya Paramitha Widiasari

Abstract

The use of sand-key reclamation works in soft and very soft soils to increase the stability of the bund construction. Reclamation using the hydraulic fill method requires a stable embankment structure to withstand the potential for landslides from landfills, and in sea areas with very soft subgrade soils, with small undrained cohesion values causes the bund to be unstable and do not exceed the critical limit. The purpose of this study is to evaluate the improvement of soft soil in bund construction so that it is stable using GeoStudio. The Bund stability analysis results show that the value of the sand-key depth depends on the variation in the depth of the seabed. At a seabed depth of -6 m, there is a sand-key depth of 7 m, -5 m the sand-key depth of 10 m, -4 m thesand-key depth of 10 m, -3 m the sand-key depth is 5 m. The final safety number of 1.404,1.438,1,675, and 1.354 respectively.

Keywords

Reclamation, hydraulic fill, soft soil, bund, critical height, ground improvement, sand-key, safety factor

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References

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DOI: http://dx.doi.org/10.32497/wahanats.v26i2.3131

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