Efficacy of Geo-Cellular Mat (GCM) to mitigate settlement via field performance
Road construction over soft yielding ground like peat soil presents a considerable technical challenge. Therefore, the soil needs to be stabilised to improve its geotechnical properties and to ensure the embankments constructed on it are stable and strong without risking excessive settlement and...
| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
2021
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| Subjects: | |
| Online Access: | http://eprints.uthm.edu.my/3772/1/J12655_0f8dc1c94834f391b86c672a1c6d9cc8.pdf |
| _version_ | 1796868899287859200 |
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| author | Tuan Ismail, Tuan Noor Hasanah Wijeyesekera, Devapriya Chitral Bakar, Ismail Kasalan, As-Shar Meng Siang, Alvin John Lim Abdullah, Mohd Akmal |
| author_facet | Tuan Ismail, Tuan Noor Hasanah Wijeyesekera, Devapriya Chitral Bakar, Ismail Kasalan, As-Shar Meng Siang, Alvin John Lim Abdullah, Mohd Akmal |
| author_sort | Tuan Ismail, Tuan Noor Hasanah |
| collection | UTHM |
| description | Road construction over soft yielding ground like peat soil presents a considerable technical
challenge. Therefore, the soil needs to be stabilised to improve its geotechnical properties and
to ensure the embankments constructed on it are stable and strong without risking excessive
settlement and bearing failure. Recently, more attention has been given to lightweight fill
materials as an alternative technology for road construction over soft ground. Hence, the
development and use of innovative green technology products to meet the current pressing
geo-environmental challenges are critically examined in this study. The main purpose of this
paper is to evaluate the settlement behaviour of geo-cellular mat (GCM) block and compared
the response from conventional natural fill material (sand fill). This is followed by the conceptual
development of a GCM block by recycling plastic. GCM is lighter, stronger, and stiffer, which
has a density of 125 ± 10 kg/m3, compressive strength in the range of 2.8 to 4.5 MPa, and
stiffness in the range of 100 to 150 MPa were measured via axial compression test. A series
of field test was conducted to simulate a particular cross-section of road embankment with a
uniform static load for nearly a year to verify the effectiveness of GCM. The settlement plate
gauges were used to determine the total ground movement beneath the fill loading at the
interface between fill materials and subgrade surface. The findings of this study successfully
prove the efficacy of the GCM block to diminish settlements over peat ground, compared with
sand fill. The results show that the maximum absolute settlement and differential settlement
were reduced by 35% and 70%, respectively with the application of GCM technology. |
| first_indexed | 2024-03-05T21:46:45Z |
| format | Article |
| id | uthm.eprints-3772 |
| institution | Universiti Tun Hussein Onn Malaysia |
| language | English |
| last_indexed | 2024-03-05T21:46:45Z |
| publishDate | 2021 |
| record_format | dspace |
| spelling | uthm.eprints-37722021-11-22T02:49:17Z http://eprints.uthm.edu.my/3772/ Efficacy of Geo-Cellular Mat (GCM) to mitigate settlement via field performance Tuan Ismail, Tuan Noor Hasanah Wijeyesekera, Devapriya Chitral Bakar, Ismail Kasalan, As-Shar Meng Siang, Alvin John Lim Abdullah, Mohd Akmal TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Road construction over soft yielding ground like peat soil presents a considerable technical challenge. Therefore, the soil needs to be stabilised to improve its geotechnical properties and to ensure the embankments constructed on it are stable and strong without risking excessive settlement and bearing failure. Recently, more attention has been given to lightweight fill materials as an alternative technology for road construction over soft ground. Hence, the development and use of innovative green technology products to meet the current pressing geo-environmental challenges are critically examined in this study. The main purpose of this paper is to evaluate the settlement behaviour of geo-cellular mat (GCM) block and compared the response from conventional natural fill material (sand fill). This is followed by the conceptual development of a GCM block by recycling plastic. GCM is lighter, stronger, and stiffer, which has a density of 125 ± 10 kg/m3, compressive strength in the range of 2.8 to 4.5 MPa, and stiffness in the range of 100 to 150 MPa were measured via axial compression test. A series of field test was conducted to simulate a particular cross-section of road embankment with a uniform static load for nearly a year to verify the effectiveness of GCM. The settlement plate gauges were used to determine the total ground movement beneath the fill loading at the interface between fill materials and subgrade surface. The findings of this study successfully prove the efficacy of the GCM block to diminish settlements over peat ground, compared with sand fill. The results show that the maximum absolute settlement and differential settlement were reduced by 35% and 70%, respectively with the application of GCM technology. 2021 Article PeerReviewed text en http://eprints.uthm.edu.my/3772/1/J12655_0f8dc1c94834f391b86c672a1c6d9cc8.pdf Tuan Ismail, Tuan Noor Hasanah and Wijeyesekera, Devapriya Chitral and Bakar, Ismail and Kasalan, As-Shar and Meng Siang, Alvin John Lim and Abdullah, Mohd Akmal (2021) Efficacy of Geo-Cellular Mat (GCM) to mitigate settlement via field performance. MCRJ Special Issue, 13 (2). pp. 20-31. |
| spellingShingle | TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Tuan Ismail, Tuan Noor Hasanah Wijeyesekera, Devapriya Chitral Bakar, Ismail Kasalan, As-Shar Meng Siang, Alvin John Lim Abdullah, Mohd Akmal Efficacy of Geo-Cellular Mat (GCM) to mitigate settlement via field performance |
| title | Efficacy of Geo-Cellular Mat (GCM) to
mitigate settlement via field performance |
| title_full | Efficacy of Geo-Cellular Mat (GCM) to
mitigate settlement via field performance |
| title_fullStr | Efficacy of Geo-Cellular Mat (GCM) to
mitigate settlement via field performance |
| title_full_unstemmed | Efficacy of Geo-Cellular Mat (GCM) to
mitigate settlement via field performance |
| title_short | Efficacy of Geo-Cellular Mat (GCM) to
mitigate settlement via field performance |
| title_sort | efficacy of geo cellular mat gcm to mitigate settlement via field performance |
| topic | TA703-712 Engineering geology. Rock mechanics. Soil mechanics. |
| url | http://eprints.uthm.edu.my/3772/1/J12655_0f8dc1c94834f391b86c672a1c6d9cc8.pdf |
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