Potential of tyre derived geomaterial as alternative material in gabion type retaining wall

The disposal of scrap tyre is a major problem in developing countries. Material recycling is adopted in order to promote safer disposal (beside conventional dump and thermal recycling). Tyre derived geomaterial (TDGM) are proposed to be used in construction of gabion type retaining wall to prevent s...

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Main Authors: Amizatulhani, Abdullah, Mohammad Amirul Syukri, Md Zain, Mohd Yuhyi, Mohd Tadza, Hazarika, Hemanta
Format: Article
Language:English
Published: Penerbit UTHM 2019
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/27354/
http://umpir.ump.edu.my/id/eprint/27354/1/Potential%20of%20tyre%20derived%20geomaterial%20as%20alternative%20material.pdf
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author Amizatulhani, Abdullah
Mohammad Amirul Syukri, Md Zain
Mohd Yuhyi, Mohd Tadza
Hazarika, Hemanta
author_facet Amizatulhani, Abdullah
Mohammad Amirul Syukri, Md Zain
Mohd Yuhyi, Mohd Tadza
Hazarika, Hemanta
author_sort Amizatulhani, Abdullah
building UMP Institutional Repository
collection Online Access
description The disposal of scrap tyre is a major problem in developing countries. Material recycling is adopted in order to promote safer disposal (beside conventional dump and thermal recycling). Tyre derived geomaterial (TDGM) are proposed to be used in construction of gabion type retaining wall to prevent slope failure that has been a serious geotechnical threat in many countries. The reason of choosing tyre is not only to help in reducing the stockpiling of scrap tyre generated in environmentally friendly way but also to reduce the dependency of gravel as the material to filled current gabion wall. In this study, various mixtures were considered in laboratory scale retaining wall namely, 100% gravel, 100% tyre and 50% of both materials. The retaining wall was functioned to retain a 60º of sand slope. The slope was then subjected to 0.8 mm/hour of artificial rainfall. The soil movement from commencement of the test until the slope failed was recorded. Several tests were carried out to determine basic characteristics (grains size distribution and standard Proctor test) of materials used in the study were conducted beforehand. The results showed that TDGM was able to mitigate slope failure as effective as using gravel. No significant horizontal movements were recorded compared to the slope without any countermeasure. However, slight settlement of gabion wall was recorded and need further testing for clarification.
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institution Universiti Malaysia Pahang
institution_category Local University
language English
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spelling ump-273542020-03-26T00:22:41Z http://umpir.ump.edu.my/id/eprint/27354/ Potential of tyre derived geomaterial as alternative material in gabion type retaining wall Amizatulhani, Abdullah Mohammad Amirul Syukri, Md Zain Mohd Yuhyi, Mohd Tadza Hazarika, Hemanta TA Engineering (General). Civil engineering (General) TD Environmental technology. Sanitary engineering TE Highway engineering. Roads and pavements The disposal of scrap tyre is a major problem in developing countries. Material recycling is adopted in order to promote safer disposal (beside conventional dump and thermal recycling). Tyre derived geomaterial (TDGM) are proposed to be used in construction of gabion type retaining wall to prevent slope failure that has been a serious geotechnical threat in many countries. The reason of choosing tyre is not only to help in reducing the stockpiling of scrap tyre generated in environmentally friendly way but also to reduce the dependency of gravel as the material to filled current gabion wall. In this study, various mixtures were considered in laboratory scale retaining wall namely, 100% gravel, 100% tyre and 50% of both materials. The retaining wall was functioned to retain a 60º of sand slope. The slope was then subjected to 0.8 mm/hour of artificial rainfall. The soil movement from commencement of the test until the slope failed was recorded. Several tests were carried out to determine basic characteristics (grains size distribution and standard Proctor test) of materials used in the study were conducted beforehand. The results showed that TDGM was able to mitigate slope failure as effective as using gravel. No significant horizontal movements were recorded compared to the slope without any countermeasure. However, slight settlement of gabion wall was recorded and need further testing for clarification. Penerbit UTHM 2019-09-04 Article PeerReviewed pdf en cc_by_nc_sa_4 http://umpir.ump.edu.my/id/eprint/27354/1/Potential%20of%20tyre%20derived%20geomaterial%20as%20alternative%20material.pdf Amizatulhani, Abdullah and Mohammad Amirul Syukri, Md Zain and Mohd Yuhyi, Mohd Tadza and Hazarika, Hemanta (2019) Potential of tyre derived geomaterial as alternative material in gabion type retaining wall. International Journal of Integrated Engineering, 11 (6). pp. 274-284. ISSN 2229-838X (Print); 2600-7916 (Online). (Published) https://doi.org/10.30880/ijie.2019.11.06.029 https://doi.org/10.30880/ijie.2019.11.06.029
spellingShingle TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
TE Highway engineering. Roads and pavements
Amizatulhani, Abdullah
Mohammad Amirul Syukri, Md Zain
Mohd Yuhyi, Mohd Tadza
Hazarika, Hemanta
Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title_full Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title_fullStr Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title_full_unstemmed Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title_short Potential of tyre derived geomaterial as alternative material in gabion type retaining wall
title_sort potential of tyre derived geomaterial as alternative material in gabion type retaining wall
topic TA Engineering (General). Civil engineering (General)
TD Environmental technology. Sanitary engineering
TE Highway engineering. Roads and pavements
url http://umpir.ump.edu.my/id/eprint/27354/
http://umpir.ump.edu.my/id/eprint/27354/
http://umpir.ump.edu.my/id/eprint/27354/
http://umpir.ump.edu.my/id/eprint/27354/1/Potential%20of%20tyre%20derived%20geomaterial%20as%20alternative%20material.pdf