Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil
Utilization of crushed brick which is a common industrial material that is potentially wasted during the construction process in ground improvement can relieve its detrimental effects on the environment thereby reducing the waste disposal challenges. Hence, this study proposes its utilization as rei...
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| Format: | Article |
| Language: | English English |
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Penerbit Universiti Teknologi Malaysia
2024
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| Online Access: | http://umpir.ump.edu.my/id/eprint/41452/1/Muzamir%20Jun%20Shen%20Jurnal%20Teknologi%202024.pdf http://umpir.ump.edu.my/id/eprint/41452/7/Influence%20of%20Crushed%20Brick%20Columns%20on%20Geotechnical%20Properties.pdf |
| _version_ | 1825815687634878464 |
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| author | Ng, Jun Shen Muzamir, Hasan Low, Yong Ler |
| author_facet | Ng, Jun Shen Muzamir, Hasan Low, Yong Ler |
| author_sort | Ng, Jun Shen |
| collection | UMP |
| description | Utilization of crushed brick which is a common industrial material that is potentially wasted during the construction process in ground improvement can relieve its detrimental effects on the environment thereby reducing the waste disposal challenges. Hence, this study proposes its utilization as reinforcement to the soft clay soil. The tests mainly focused on the particle size distribution (PSD), specific gravity, Atterberg limit, proctor analysis as well as the shear strength parameters from Unconfined Compression Test (UCT). Coherently, the vibro-replacement method was deployed within a small-scale laboratory approach as a prediction model for the construction of a group of crushed brick columns. The column design was mainly classified into partially penetrated columns which have 60 mm and 80 mm height, and fully penetrated columns with 100 mm height. The mass of crushed brick used was approximately 1.07% - 4.56% of its total mass of specimen which produces the shear strength improvement rate from 11.00% - 18.55%. From the obtained results, the use of fully penetrated 100 mm diameter columns enhanced the undrained shear strength of kaolin clay to the maximum value, 26.20kPa or 18.55% as compared to the control sample with no reinforcement, which reduced the soil settlement and promoted the use of sustainable material in ground improvement. |
| first_indexed | 2024-09-25T03:50:01Z |
| format | Article |
| id | UMPir41452 |
| institution | Universiti Malaysia Pahang |
| language | English English |
| last_indexed | 2024-09-25T03:50:01Z |
| publishDate | 2024 |
| publisher | Penerbit Universiti Teknologi Malaysia |
| record_format | dspace |
| spelling | UMPir414522024-06-04T01:09:02Z http://umpir.ump.edu.my/id/eprint/41452/ Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil Ng, Jun Shen Muzamir, Hasan Low, Yong Ler TA Engineering (General). Civil engineering (General) Utilization of crushed brick which is a common industrial material that is potentially wasted during the construction process in ground improvement can relieve its detrimental effects on the environment thereby reducing the waste disposal challenges. Hence, this study proposes its utilization as reinforcement to the soft clay soil. The tests mainly focused on the particle size distribution (PSD), specific gravity, Atterberg limit, proctor analysis as well as the shear strength parameters from Unconfined Compression Test (UCT). Coherently, the vibro-replacement method was deployed within a small-scale laboratory approach as a prediction model for the construction of a group of crushed brick columns. The column design was mainly classified into partially penetrated columns which have 60 mm and 80 mm height, and fully penetrated columns with 100 mm height. The mass of crushed brick used was approximately 1.07% - 4.56% of its total mass of specimen which produces the shear strength improvement rate from 11.00% - 18.55%. From the obtained results, the use of fully penetrated 100 mm diameter columns enhanced the undrained shear strength of kaolin clay to the maximum value, 26.20kPa or 18.55% as compared to the control sample with no reinforcement, which reduced the soil settlement and promoted the use of sustainable material in ground improvement. Penerbit Universiti Teknologi Malaysia 2024-06-20 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/41452/1/Muzamir%20Jun%20Shen%20Jurnal%20Teknologi%202024.pdf pdf en http://umpir.ump.edu.my/id/eprint/41452/7/Influence%20of%20Crushed%20Brick%20Columns%20on%20Geotechnical%20Properties.pdf Ng, Jun Shen and Muzamir, Hasan and Low, Yong Ler (2024) Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil. Jurnal Teknologi (Sciences and Engineering), 86 (4). pp. 95-104. ISSN 0127-9696 (print); 2180-3722 (online). (Published) https://doi.org/10.11113/jurnalteknologi.v86.21191 10.11113/jurnalteknologi.v86.21191 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Ng, Jun Shen Muzamir, Hasan Low, Yong Ler Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title | Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title_full | Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title_fullStr | Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title_full_unstemmed | Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title_short | Influence of Crushed Brick Columns on Geotechnical Properties of Expansive Soil |
| title_sort | influence of crushed brick columns on geotechnical properties of expansive soil |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/41452/1/Muzamir%20Jun%20Shen%20Jurnal%20Teknologi%202024.pdf http://umpir.ump.edu.my/id/eprint/41452/7/Influence%20of%20Crushed%20Brick%20Columns%20on%20Geotechnical%20Properties.pdf |
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