Evaluation of vege-grout treated slope by electrical resistivity

Soil stabilization using bio-grouting method based on microbial induced calcium carbonate precipitation (MICP) technology has been developed recently to improve the engineering properties of the soil. This new technology could provide an alternative to traditional methods of soil stabilization using...

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Main Authors: Baharuddin I.N.Z., Taha H., Omar R.C., Roslan R., Buslima F.S., Rizal K.
Other Authors: 55812431300
Format: Article
Published: Science Publishing Corporation Inc 2023
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spelling my.uniten.dspace-240842023-05-29T14:55:14Z Evaluation of vege-grout treated slope by electrical resistivity Baharuddin I.N.Z. Taha H. Omar R.C. Roslan R. Buslima F.S. Rizal K. 55812431300 54279619100 35753735300 57159693200 57205233997 57205235658 Soil stabilization using bio-grouting method based on microbial induced calcium carbonate precipitation (MICP) technology has been developed recently to improve the engineering properties of the soil. This new technology could provide an alternative to traditional methods of soil stabilization using soilcement and chemical grouting. Vegetable waste is a good source for the growth of various kinds of microorganisms which is suitable to be applied as bio-grouting material. The bio-grout extract known as vege-grout was able to induce bio-cementation and bio-clogging process. In this study, vege-grout from vegetable waste was injected into the soil to strengthen the slope and improve the mechanical properties of the affected area. The changes in the subsurface soil after treatment with vege-grout were evaluated by electrical resistivity measurement. Resistivity test showed the resistance in the soil has increased after the grouting using vege-grout. Results indicated that the underneath soils have transformed from medium dense sand to dense sand. The water containment in the subsurface appeared to shift deeper into the ground. SEM analysis showed evidence of bio-clogging process as a result of microbial activities in the soil. This analysis showed that the vege-grout from vegetable waste has successfully strengthened and stabilized the slope from soil erosion. � 2018 Authors. Final 2023-05-29T06:55:14Z 2023-05-29T06:55:14Z 2018 Article 10.14419/ijet.v7i4.35.22352 2-s2.0-85059229249 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85059229249&doi=10.14419%2fijet.v7i4.35.22352&partnerID=40&md5=e355ee4990b58f10cdcb914435bd1b05 https://irepository.uniten.edu.my/handle/123456789/24084 7 4 168 171 Science Publishing Corporation Inc Scopus
institution Universiti Tenaga Nasional
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country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
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description Soil stabilization using bio-grouting method based on microbial induced calcium carbonate precipitation (MICP) technology has been developed recently to improve the engineering properties of the soil. This new technology could provide an alternative to traditional methods of soil stabilization using soilcement and chemical grouting. Vegetable waste is a good source for the growth of various kinds of microorganisms which is suitable to be applied as bio-grouting material. The bio-grout extract known as vege-grout was able to induce bio-cementation and bio-clogging process. In this study, vege-grout from vegetable waste was injected into the soil to strengthen the slope and improve the mechanical properties of the affected area. The changes in the subsurface soil after treatment with vege-grout were evaluated by electrical resistivity measurement. Resistivity test showed the resistance in the soil has increased after the grouting using vege-grout. Results indicated that the underneath soils have transformed from medium dense sand to dense sand. The water containment in the subsurface appeared to shift deeper into the ground. SEM analysis showed evidence of bio-clogging process as a result of microbial activities in the soil. This analysis showed that the vege-grout from vegetable waste has successfully strengthened and stabilized the slope from soil erosion. � 2018 Authors.
author2 55812431300
author_facet 55812431300
Baharuddin I.N.Z.
Taha H.
Omar R.C.
Roslan R.
Buslima F.S.
Rizal K.
format Article
author Baharuddin I.N.Z.
Taha H.
Omar R.C.
Roslan R.
Buslima F.S.
Rizal K.
spellingShingle Baharuddin I.N.Z.
Taha H.
Omar R.C.
Roslan R.
Buslima F.S.
Rizal K.
Evaluation of vege-grout treated slope by electrical resistivity
author_sort Baharuddin I.N.Z.
title Evaluation of vege-grout treated slope by electrical resistivity
title_short Evaluation of vege-grout treated slope by electrical resistivity
title_full Evaluation of vege-grout treated slope by electrical resistivity
title_fullStr Evaluation of vege-grout treated slope by electrical resistivity
title_full_unstemmed Evaluation of vege-grout treated slope by electrical resistivity
title_sort evaluation of vege-grout treated slope by electrical resistivity
publisher Science Publishing Corporation Inc
publishDate 2023
_version_ 1806427725666189312
score 13.214268