EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL

Soft soils has low bearing capacity and high compressibility whichis potentially damage the structure laid above it.An effort is taken to use EPS beads to form GGC will accelerate of consolidation process. The purpose of study to investigate the influence of density and diameters of GGC against stre...

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Main Authors: Adelina Maulidya Firdaus, Yulvi Zaika, As'ad Munawir
Format: Article
Language:English
Published: University of Brawijaya 2020-10-01
Series:Rekayasa Sipil
Subjects:
Online Access:https://rekayasasipil.ub.ac.id/index.php/rs/article/view/704
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author Adelina Maulidya Firdaus
Yulvi Zaika
As'ad Munawir
author_facet Adelina Maulidya Firdaus
Yulvi Zaika
As'ad Munawir
author_sort Adelina Maulidya Firdaus
collection DOAJ
description Soft soils has low bearing capacity and high compressibility whichis potentially damage the structure laid above it.An effort is taken to use EPS beads to form GGC will accelerate of consolidation process. The purpose of study to investigate the influence of density and diameters of GGC against strength and settlement. Triaxial test are conducted to identify the shear strength parameter after consolidation test were done. The equivalence value of permeability (kve) is calculated using the Chai Method (2001) by considering smear effect. Test results showed that the settlement of soft soil in 90 degree consolidation reached in short period of time upon for smallest density and largest diameter of GCC.
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spelling doaj.art-ba0da3aa17324ae58fbdf4f0bf4265822022-12-21T22:46:18ZengUniversity of BrawijayaRekayasa Sipil1978-56582502-63482020-10-0114319420310.21776/ub.rekayasasipil.2020.014.03.5448EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOILAdelina Maulidya Firdaus0Yulvi ZaikaAs'ad MunawirBrawijaya UniversitySoft soils has low bearing capacity and high compressibility whichis potentially damage the structure laid above it.An effort is taken to use EPS beads to form GGC will accelerate of consolidation process. The purpose of study to investigate the influence of density and diameters of GGC against strength and settlement. Triaxial test are conducted to identify the shear strength parameter after consolidation test were done. The equivalence value of permeability (kve) is calculated using the Chai Method (2001) by considering smear effect. Test results showed that the settlement of soft soil in 90 degree consolidation reached in short period of time upon for smallest density and largest diameter of GCC.https://rekayasasipil.ub.ac.id/index.php/rs/article/view/704consolidationequivalence of permeabilityggcsettlementstrengthsmear effectsoft soil
spellingShingle Adelina Maulidya Firdaus
Yulvi Zaika
As'ad Munawir
EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
Rekayasa Sipil
consolidation
equivalence of permeability
ggc
settlement
strength
smear effect
soft soil
title EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
title_full EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
title_fullStr EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
title_full_unstemmed EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
title_short EFFECT OF GGC (GEOFOAM GRANULE COLUMN) ON ACCELERATION OF SETTLEMENT IN SOFT SOIL
title_sort effect of ggc geofoam granule column on acceleration of settlement in soft soil
topic consolidation
equivalence of permeability
ggc
settlement
strength
smear effect
soft soil
url https://rekayasasipil.ub.ac.id/index.php/rs/article/view/704
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AT asadmunawir effectofggcgeofoamgranulecolumnonaccelerationofsettlementinsoftsoil