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Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area

The effect of soil shear strength at the shoreline area is the focus of this study. Pantai Punggur, Batu Pahat, Johor, has been chosen as the subject location for the soil shear strength investigation. It is located on the west coast of Johor, with latitudes ranging from 1.62° to 1.87° N and longit...

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Main Authors: Hamid, Nor Baizura, Mokhtar, Mardiha, Daud, Mohd Effendi, Abd Kadir, Aslila, Kaamin, Masiri, Mohammad Azmi, Mohamad Azim, Sahat, Suhaila, Kamaruddin, Syamsul Azrin, Sabri, Muhamad Syamil, Azlan, Azreen Shafiqa Nabilla
Format: Article
Language:English
Published: semarak ilmu 2024
Subjects:
TA170-171 Environmental engineering
Online Access:http://eprints.uthm.edu.my/11714/1/J16877_d8005ef43571f669c501f6898b75b917.pdf
http://eprints.uthm.edu.my/11714/
https://doi.org/10.37934/araset.33.2.7684
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spelling my.uthm.eprints.117142024-11-27T03:49:43Z http://eprints.uthm.edu.my/11714/ Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area Hamid, Nor Baizura Mokhtar, Mardiha Daud, Mohd Effendi Abd Kadir, Aslila Kaamin, Masiri Mohammad Azmi, Mohamad Azim Sahat, Suhaila Kamaruddin, Syamsul Azrin Sabri, Muhamad Syamil Azlan, Azreen Shafiqa Nabilla TA170-171 Environmental engineering The effect of soil shear strength at the shoreline area is the focus of this study. Pantai Punggur, Batu Pahat, Johor, has been chosen as the subject location for the soil shear strength investigation. It is located on the west coast of Johor, with latitudes ranging from 1.62° to 1.87° N and longitudes ranging from 102.78° to 103.19° E. The purpose of this study is to use a field vane shear test (VST) to determine the undrained shear strength of shoreline areas. Soil samples were collected at specific locations known as Zones A, B, C, D, and E, and data for sediment shear strength was obtained from field vane shear test (VST) methods. From the undrained shear strength test at 0.5 m depth at high tide (HT) and medium tide (MT) data for December 2021, Zone A had a Cu reading of more than 4.5 kPa, followed by Zones B, C, and D, and lowest at Zone E. Next, in the December 2021 data at the HT level, Zone A has a Cu reading greater than 4.5 kPa at 0.5 m and 1.0 m, while other Zones have readings less than 3.0 kPa. It can be concluded that the depth of a part also influences the data in this study. When the depth increases, the shear strength of the data also increases. This study will serve as a benchmark for future conservation efforts. Based on the findings, more effective control measures for preserving and conserving coastal areas may be developed. semarak ilmu 2024 Article PeerReviewed text en http://eprints.uthm.edu.my/11714/1/J16877_d8005ef43571f669c501f6898b75b917.pdf Hamid, Nor Baizura and Mokhtar, Mardiha and Daud, Mohd Effendi and Abd Kadir, Aslila and Kaamin, Masiri and Mohammad Azmi, Mohamad Azim and Sahat, Suhaila and Kamaruddin, Syamsul Azrin and Sabri, Muhamad Syamil and Azlan, Azreen Shafiqa Nabilla (2024) Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area. Journal of Advanced Research in Applied Sciences and Engineering Technology, 33 (2). pp. 76-84. ISSN 2462-1943 https://doi.org/10.37934/araset.33.2.7684
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TA170-171 Environmental engineering
spellingShingle TA170-171 Environmental engineering
Hamid, Nor Baizura
Mokhtar, Mardiha
Daud, Mohd Effendi
Abd Kadir, Aslila
Kaamin, Masiri
Mohammad Azmi, Mohamad Azim
Sahat, Suhaila
Kamaruddin, Syamsul Azrin
Sabri, Muhamad Syamil
Azlan, Azreen Shafiqa Nabilla
Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
description The effect of soil shear strength at the shoreline area is the focus of this study. Pantai Punggur, Batu Pahat, Johor, has been chosen as the subject location for the soil shear strength investigation. It is located on the west coast of Johor, with latitudes ranging from 1.62° to 1.87° N and longitudes ranging from 102.78° to 103.19° E. The purpose of this study is to use a field vane shear test (VST) to determine the undrained shear strength of shoreline areas. Soil samples were collected at specific locations known as Zones A, B, C, D, and E, and data for sediment shear strength was obtained from field vane shear test (VST) methods. From the undrained shear strength test at 0.5 m depth at high tide (HT) and medium tide (MT) data for December 2021, Zone A had a Cu reading of more than 4.5 kPa, followed by Zones B, C, and D, and lowest at Zone E. Next, in the December 2021 data at the HT level, Zone A has a Cu reading greater than 4.5 kPa at 0.5 m and 1.0 m, while other Zones have readings less than 3.0 kPa. It can be concluded that the depth of a part also influences the data in this study. When the depth increases, the shear strength of the data also increases. This study will serve as a benchmark for future conservation efforts. Based on the findings, more effective control measures for preserving and conserving coastal areas may be developed.
format Article
author Hamid, Nor Baizura
Mokhtar, Mardiha
Daud, Mohd Effendi
Abd Kadir, Aslila
Kaamin, Masiri
Mohammad Azmi, Mohamad Azim
Sahat, Suhaila
Kamaruddin, Syamsul Azrin
Sabri, Muhamad Syamil
Azlan, Azreen Shafiqa Nabilla
author_facet Hamid, Nor Baizura
Mokhtar, Mardiha
Daud, Mohd Effendi
Abd Kadir, Aslila
Kaamin, Masiri
Mohammad Azmi, Mohamad Azim
Sahat, Suhaila
Kamaruddin, Syamsul Azrin
Sabri, Muhamad Syamil
Azlan, Azreen Shafiqa Nabilla
author_sort Hamid, Nor Baizura
title Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
title_short Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
title_full Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
title_fullStr Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
title_full_unstemmed Undrained Shear Strength from Field Vane Shear Test (VST) of Soil at Shoreline Area
title_sort undrained shear strength from field vane shear test (vst) of soil at shoreline area
publisher semarak ilmu
publishDate 2024
url http://eprints.uthm.edu.my/11714/1/J16877_d8005ef43571f669c501f6898b75b917.pdf
http://eprints.uthm.edu.my/11714/
https://doi.org/10.37934/araset.33.2.7684
_version_ 1817845158945751040
score 13.244413

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