Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia

Peat soil are considered soft soil with having weak characteristics such as low shear strength, high moisture content, and compressibility. Construction perspective, peat soil is considered as unstable soil due to its poor engineering properties. It may cause an extensive loss in road or building co...

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Main Authors: Abdul, Wahab, Muzamir, Hasan, Faradiella, Mohd Kusin, Zaidi, Embong, Uz Zaman, Qamar, Zaheer Uddin, Babar, Muhammad Syamsul Imran, Zaini
Format: Article
Language:English
Published: Penerbit UTHM 2022
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/34557/
http://umpir.ump.edu.my/id/eprint/34557/1/MUZAMIR%20WAHAB%20IJIE%202022.pdf
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author Abdul, Wahab
Muzamir, Hasan
Faradiella, Mohd Kusin
Zaidi, Embong
Uz Zaman, Qamar
Zaheer Uddin, Babar
Muhammad Syamsul Imran, Zaini
author_facet Abdul, Wahab
Muzamir, Hasan
Faradiella, Mohd Kusin
Zaidi, Embong
Uz Zaman, Qamar
Zaheer Uddin, Babar
Muhammad Syamsul Imran, Zaini
author_sort Abdul, Wahab
building UMP Institutional Repository
collection Online Access
description Peat soil are considered soft soil with having weak characteristics such as low shear strength, high moisture content, and compressibility. Construction perspective, peat soil is considered as unstable soil due to its poor engineering properties. It may cause an extensive loss in road or building construction projects. The key objectives of the current study are to examine the physical properties of peat soil including shear strength, liquid limit, moisture content, organic content, pH, and dry density of peat soil in Pekan district. The peat samples were collected from Kampung Bahru (KB), Kampung Lancing I (KLI), and Kampung Lancing II (KL II), Pekan District, Pahang, Malaysia. The finding indicates that the shear strength (kPa) for was measured in between 7.2 to 8.2 kPa. The water content was recorded 537.10 % to 635.28 %. The liquid limit was examined 137.638% to 152.540 %, the maximum dry density was examined 6.68 x 10-7 kg/cm3 to 7.99 x 10-7 kg/cm3. The average organic content was calculated as approximately 95.88 % to 98.48 %. In comparison with previous study, its indicated that the investigated peat soil in Pekan area is mainly content with lower shear strength, high water content, liquid limit, and low density, resulting in low strengthening properties. Based on the examined physical properties, its specified that peat did not have adequate stability as a road or building foundation. Strengthen of peat are highly recommended for any types of construction on peatland in Pekan district, Pahang, Malaysia.
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spelling ump-345572022-11-30T01:32:09Z http://umpir.ump.edu.my/id/eprint/34557/ Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia Abdul, Wahab Muzamir, Hasan Faradiella, Mohd Kusin Zaidi, Embong Uz Zaman, Qamar Zaheer Uddin, Babar Muhammad Syamsul Imran, Zaini TA Engineering (General). Civil engineering (General) Peat soil are considered soft soil with having weak characteristics such as low shear strength, high moisture content, and compressibility. Construction perspective, peat soil is considered as unstable soil due to its poor engineering properties. It may cause an extensive loss in road or building construction projects. The key objectives of the current study are to examine the physical properties of peat soil including shear strength, liquid limit, moisture content, organic content, pH, and dry density of peat soil in Pekan district. The peat samples were collected from Kampung Bahru (KB), Kampung Lancing I (KLI), and Kampung Lancing II (KL II), Pekan District, Pahang, Malaysia. The finding indicates that the shear strength (kPa) for was measured in between 7.2 to 8.2 kPa. The water content was recorded 537.10 % to 635.28 %. The liquid limit was examined 137.638% to 152.540 %, the maximum dry density was examined 6.68 x 10-7 kg/cm3 to 7.99 x 10-7 kg/cm3. The average organic content was calculated as approximately 95.88 % to 98.48 %. In comparison with previous study, its indicated that the investigated peat soil in Pekan area is mainly content with lower shear strength, high water content, liquid limit, and low density, resulting in low strengthening properties. Based on the examined physical properties, its specified that peat did not have adequate stability as a road or building foundation. Strengthen of peat are highly recommended for any types of construction on peatland in Pekan district, Pahang, Malaysia. Penerbit UTHM 2022-06-20 Article PeerReviewed pdf en cc_by_nc_sa_4 http://umpir.ump.edu.my/id/eprint/34557/1/MUZAMIR%20WAHAB%20IJIE%202022.pdf Abdul, Wahab and Muzamir, Hasan and Faradiella, Mohd Kusin and Zaidi, Embong and Uz Zaman, Qamar and Zaheer Uddin, Babar and Muhammad Syamsul Imran, Zaini (2022) Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia. International Journal of Integrated Engineering, 14 (4). pp. 403-414. ISSN 2229-838X (Print); 2600-7916 (Online). (Published) https://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/8667
spellingShingle TA Engineering (General). Civil engineering (General)
Abdul, Wahab
Muzamir, Hasan
Faradiella, Mohd Kusin
Zaidi, Embong
Uz Zaman, Qamar
Zaheer Uddin, Babar
Muhammad Syamsul Imran, Zaini
Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title_full Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title_fullStr Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title_full_unstemmed Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title_short Physical properties of undisturbed tropical peat soil at Pekan District, Pahang, West Malaysia
title_sort physical properties of undisturbed tropical peat soil at pekan district, pahang, west malaysia
topic TA Engineering (General). Civil engineering (General)
url http://umpir.ump.edu.my/id/eprint/34557/
http://umpir.ump.edu.my/id/eprint/34557/
http://umpir.ump.edu.my/id/eprint/34557/1/MUZAMIR%20WAHAB%20IJIE%202022.pdf