Beach Profile and Shoreline Sediment Properties at Eroded Area in Batu Pahat

Mokhtar, M.; Daud, Mohamed; Kaamin, Masiri; Sabri, Muhamad Syamil; Hayazi, Fitrah; Hisham, Muhammad Hanif; Siddiq, Mohammad Ikhmal; Azmi, Mohamad Azim Mohammad; Hamid, Nor Baizura; Noor, Hafsa Mohammad

doi:10.4028/p-ny3700

Cited by 2 publications

(2 citation statements)

References 13 publications

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“…According to Ref. [20], Zone A is more prone to erosion than the other zones. This data from the sediment analysis indicates that the main component of soil at Pantai Punggur is sand and silt.…”

Section: Resultsmentioning

confidence: 99%

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

Nor Baizura Hamid,

Mardiha Mokhtar,

Mohd Effendi Daud

et al. 2023

ARASET

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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.

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Section: Resultsmentioning

confidence: 99%

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

Nor Baizura Hamid,

Mardiha Mokhtar,

Mohd Effendi Daud

et al. 2023

ARASET

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“…The choice was also based on statistical data that shows a significant increase in the rate of coastal erosion in the area in recent years [5]. By analyzing the shoreline changes in Pantai Punggur, this study aims to provide a better understanding of coastal erosion and to contribute to the development of more effective coastal management strategies in Malaysia [6].…”

Section: Introductionmentioning

confidence: 99%

Short-Term Shoreline Evolution Mapping by using UAV

Masiri Bin Kaamin,

Mohammad Ikhmal Siddiq Bin Jefri Din,

Mohd Effendi Bin Daud

et al. 2024

ARASET

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The boundary separating land from the beachside is known as the coastline. Monitoring and analysing shorelines are crucial because it gives us a better understanding of shoreline changes and identifies beach conditions. Unmanned aerial vehicle (UAV) or drone usage has emerged as a beneficial technology in coastal engineering, notably in the study of shoreline evolutions, because it is more credible and more straightforward to use than the prior technologies. This study aims to gather coastal data, evaluate Pantai Punggur shorelines, and track shoreline changes using processed imagery. The "Pix4D Capture" application has been programmed with the flight planning route, and the drone takes pictures along the entire grid line provided. The data on shoreline evolutions were processed using the Pix4d Mapper and Global Mapper tools. Shoreline changes were tracked continuously from August 4th, 2020, through August 10th, 2021. According to the results, Pantai Punggur is undergoing erosion, as evidenced by the alterations in the shoreline that were apparent in less than a year.

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Beach Profile and Shoreline Sediment Properties at Eroded Area in Batu Pahat

Cited by 2 publications

References 13 publications

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

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

Short-Term Shoreline Evolution Mapping by using UAV

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