Improvement of engineering properties of liquefied soil using Bio-VegeGrout
Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was pre...
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Institute of Physics Publishing
2023
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| _version_ | 1833349213437558784 |
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| author | Baharuddin I.N.Z. Omar R.C. Devarajan Y. |
| author2 | 55812431300 |
| author_facet | 55812431300 Baharuddin I.N.Z. Omar R.C. Devarajan Y. |
| author_sort | Baharuddin I.N.Z. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was prepared with three different grout amount, 10%, 25% and 50%. The relation between percentage of Biovege grout injected and soil improvement were observed and recorded. The void ratio and the permeability of the soil sample decreased with increasing grout percentage. The soil becomes stiffer as the amount of grout used increase. The results obtained indicate, higher amount of grout injection reflects better soil improvement in term of cohesion, friction angle, shear stress and void ratio. The Biovege grout increases the resistance of soil against liquefaction � Published under licence by IOP Publishing Ltd. |
| format | Conference paper |
| id | my.uniten.dspace-29367 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Institute of Physics Publishing |
| record_format | dspace |
| spelling | my.uniten.dspace-293672023-12-28T12:12:47Z Improvement of engineering properties of liquefied soil using Bio-VegeGrout Baharuddin I.N.Z. Omar R.C. Devarajan Y. 55812431300 35753735300 57192004535 Grouting Mortar Soil liquefaction Soil surveys Soils Engineering properties Friction angles Grout injection Liquefied soils Marine deposits Soil improvement Soil sample Stress and voids grout laboratory method permeability sampling soil stabilization soil strength Soil testing Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was prepared with three different grout amount, 10%, 25% and 50%. The relation between percentage of Biovege grout injected and soil improvement were observed and recorded. The void ratio and the permeability of the soil sample decreased with increasing grout percentage. The soil becomes stiffer as the amount of grout used increase. The results obtained indicate, higher amount of grout injection reflects better soil improvement in term of cohesion, friction angle, shear stress and void ratio. The Biovege grout increases the resistance of soil against liquefaction � Published under licence by IOP Publishing Ltd. Final 2023-12-28T04:12:47Z 2023-12-28T04:12:47Z 2013 Conference paper 10.1088/1755-1315/16/1/012104 2-s2.0-84881095885 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84881095885&doi=10.1088%2f1755-1315%2f16%2f1%2f012104&partnerID=40&md5=a7dc3ff4c0e8970d007a36939e5e03a9 https://irepository.uniten.edu.my/handle/123456789/29367 16 1 12104 All Open Access; Bronze Open Access Institute of Physics Publishing Scopus |
| spellingShingle | Grouting Mortar Soil liquefaction Soil surveys Soils Engineering properties Friction angles Grout injection Liquefied soils Marine deposits Soil improvement Soil sample Stress and voids grout laboratory method permeability sampling soil stabilization soil strength Soil testing Baharuddin I.N.Z. Omar R.C. Devarajan Y. Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title | Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title_full | Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title_fullStr | Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title_full_unstemmed | Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title_short | Improvement of engineering properties of liquefied soil using Bio-VegeGrout |
| title_sort | improvement of engineering properties of liquefied soil using bio-vegegrout |
| topic | Grouting Mortar Soil liquefaction Soil surveys Soils Engineering properties Friction angles Grout injection Liquefied soils Marine deposits Soil improvement Soil sample Stress and voids grout laboratory method permeability sampling soil stabilization soil strength Soil testing |
| url_provider | http://dspace.uniten.edu.my/ |