Assessment to Mechanical Material Properties of Natural and Metakaolin based Geopolymer Stabilized Soil

L. L. Lestari; R. A.A. Soemitro; M. Hattab; J. J. Ekaputri; D. D. Warnana

doi:10.1088/1757-899X/462/1/012003

Assessment to Mechanical Material Properties of Natural and Metakaolin based Geopolymer Stabilized Soil

L. L. Lestari, R. A.A. Soemitro, M. Hattab, J. J. Ekaputri, D. D. Warnana

Research output: Contribution to journal › Conference article › peer-review

1 Citation (Scopus)

Abstract

This study discussed the mechanical properties of natural and metakaolin based geopolymer stabilized soil. The mechanical soil properties is an important soil properties that determine the soil strength parameter and its behaviour. It is proposed to do an assessment on 2 types of soil: natural (remolded) soil and metakaolin based geopolymer (MKG) stabilised soil of Bengawan Solo River Embankment soil. The soil sample are treated on oedometer test in order to know soil compressibility and permeability. The result shows that the implication of MKG for natural (remolded) soil only have an influence in reducing swelling. Also for the permeability, it is found that despite the high porosity (index high vacuum), its permeability is smaller than the permeability of other mixtures.

Original language	English
Article number	012003
Journal	IOP Conference Series: Materials Science and Engineering
Volume	462
Issue number	1
DOIs	https://doi.org/10.1088/1757-899X/462/1/012003
Publication status	Published - 8 Jan 2019
Event	1st International Conference on Advanced Engineering and Technology, ICATECH 2018 - Surabaya, Indonesia Duration: 29 Sept 2018 → …

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title = "Assessment to Mechanical Material Properties of Natural and Metakaolin based Geopolymer Stabilized Soil",

abstract = "This study discussed the mechanical properties of natural and metakaolin based geopolymer stabilized soil. The mechanical soil properties is an important soil properties that determine the soil strength parameter and its behaviour. It is proposed to do an assessment on 2 types of soil: natural (remolded) soil and metakaolin based geopolymer (MKG) stabilised soil of Bengawan Solo River Embankment soil. The soil sample are treated on oedometer test in order to know soil compressibility and permeability. The result shows that the implication of MKG for natural (remolded) soil only have an influence in reducing swelling. Also for the permeability, it is found that despite the high porosity (index high vacuum), its permeability is smaller than the permeability of other mixtures.",

author = "Lestari, {L. L.} and Soemitro, {R. A.A.} and M. Hattab and Ekaputri, {J. J.} and Warnana, {D. D.}",

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AU - Lestari, L. L.

AU - Soemitro, R. A.A.

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AU - Ekaputri, J. J.

AU - Warnana, D. D.

PY - 2019/1/8

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N2 - This study discussed the mechanical properties of natural and metakaolin based geopolymer stabilized soil. The mechanical soil properties is an important soil properties that determine the soil strength parameter and its behaviour. It is proposed to do an assessment on 2 types of soil: natural (remolded) soil and metakaolin based geopolymer (MKG) stabilised soil of Bengawan Solo River Embankment soil. The soil sample are treated on oedometer test in order to know soil compressibility and permeability. The result shows that the implication of MKG for natural (remolded) soil only have an influence in reducing swelling. Also for the permeability, it is found that despite the high porosity (index high vacuum), its permeability is smaller than the permeability of other mixtures.

AB - This study discussed the mechanical properties of natural and metakaolin based geopolymer stabilized soil. The mechanical soil properties is an important soil properties that determine the soil strength parameter and its behaviour. It is proposed to do an assessment on 2 types of soil: natural (remolded) soil and metakaolin based geopolymer (MKG) stabilised soil of Bengawan Solo River Embankment soil. The soil sample are treated on oedometer test in order to know soil compressibility and permeability. The result shows that the implication of MKG for natural (remolded) soil only have an influence in reducing swelling. Also for the permeability, it is found that despite the high porosity (index high vacuum), its permeability is smaller than the permeability of other mixtures.

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Assessment to Mechanical Material Properties of Natural and Metakaolin based Geopolymer Stabilized Soil

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