3d modelling of rockfall hazard at Gunung Lang, Ipoh

Densely populated hillside regions in humid tropical climatic zones are often prone to various types of mass movement. The development in Kinta Valley is no exception from the rapid development and has prompted the opening of new areas approaching slopes. This type of activity ultimately increased t...

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Main Authors: Muhammad Fahmi Abdul Ghani, Norbert Simon, Tuan Rusli Tuan Mohamed, Rodeano Roslee
Format: Proceedings
Language:English
English
Published: IOP Publishing Ltd 2022
Subjects:
Online Access:https://eprints.ums.edu.my/id/eprint/41658/1/ABSTRACT.pdf
https://eprints.ums.edu.my/id/eprint/41658/2/FULL%20TEXT.pdf
https://eprints.ums.edu.my/id/eprint/41658/
https://www.researchgate.net/publication/365721232_3D_Modelling_of_Rockfall_Hazard_at_Gunung_Lang_Ipoh
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Institution: Universiti Malaysia Sabah
Language: English
English
id my.ums.eprints.41658
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spelling my.ums.eprints.416582024-10-28T08:15:58Z https://eprints.ums.edu.my/id/eprint/41658/ 3d modelling of rockfall hazard at Gunung Lang, Ipoh Muhammad Fahmi Abdul Ghani Norbert Simon Tuan Rusli Tuan Mohamed Rodeano Roslee DS597.22-599 Local history and description TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Underground construction Densely populated hillside regions in humid tropical climatic zones are often prone to various types of mass movement. The development in Kinta Valley is no exception from the rapid development and has prompted the opening of new areas approaching slopes. This type of activity ultimately increased the level of rockfall vulnerability in this area. In this research, we conducted an assessment on the hazard level of Gunung Lang and created a 3D hazard model using the CONEFALL software. Aerial photograph, Landsat ETM+ image and DEM data of Gunung Lang were used in this study for lineament tracing and subsequently used to identify rockfall source and generated a 3D model of our study area using a high-resolution DEM. Based on our model, the maximum velocity of rockfall is approximately 36ms-1 and could travel up to 113 m from its source. Therefore, in order to minimize casualty and property damage, regular monitoring of slope failure are needed. IOP Publishing Ltd 2022 Proceedings PeerReviewed text en https://eprints.ums.edu.my/id/eprint/41658/1/ABSTRACT.pdf text en https://eprints.ums.edu.my/id/eprint/41658/2/FULL%20TEXT.pdf Muhammad Fahmi Abdul Ghani and Norbert Simon and Tuan Rusli Tuan Mohamed and Rodeano Roslee (2022) 3d modelling of rockfall hazard at Gunung Lang, Ipoh. https://www.researchgate.net/publication/365721232_3D_Modelling_of_Rockfall_Hazard_at_Gunung_Lang_Ipoh
institution Universiti Malaysia Sabah
building UMS Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sabah
content_source UMS Institutional Repository
url_provider http://eprints.ums.edu.my/
language English
English
topic DS597.22-599 Local history and description
TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Underground construction
spellingShingle DS597.22-599 Local history and description
TA703-712 Engineering geology. Rock mechanics. Soil mechanics. Underground construction
Muhammad Fahmi Abdul Ghani
Norbert Simon
Tuan Rusli Tuan Mohamed
Rodeano Roslee
3d modelling of rockfall hazard at Gunung Lang, Ipoh
description Densely populated hillside regions in humid tropical climatic zones are often prone to various types of mass movement. The development in Kinta Valley is no exception from the rapid development and has prompted the opening of new areas approaching slopes. This type of activity ultimately increased the level of rockfall vulnerability in this area. In this research, we conducted an assessment on the hazard level of Gunung Lang and created a 3D hazard model using the CONEFALL software. Aerial photograph, Landsat ETM+ image and DEM data of Gunung Lang were used in this study for lineament tracing and subsequently used to identify rockfall source and generated a 3D model of our study area using a high-resolution DEM. Based on our model, the maximum velocity of rockfall is approximately 36ms-1 and could travel up to 113 m from its source. Therefore, in order to minimize casualty and property damage, regular monitoring of slope failure are needed.
format Proceedings
author Muhammad Fahmi Abdul Ghani
Norbert Simon
Tuan Rusli Tuan Mohamed
Rodeano Roslee
author_facet Muhammad Fahmi Abdul Ghani
Norbert Simon
Tuan Rusli Tuan Mohamed
Rodeano Roslee
author_sort Muhammad Fahmi Abdul Ghani
title 3d modelling of rockfall hazard at Gunung Lang, Ipoh
title_short 3d modelling of rockfall hazard at Gunung Lang, Ipoh
title_full 3d modelling of rockfall hazard at Gunung Lang, Ipoh
title_fullStr 3d modelling of rockfall hazard at Gunung Lang, Ipoh
title_full_unstemmed 3d modelling of rockfall hazard at Gunung Lang, Ipoh
title_sort 3d modelling of rockfall hazard at gunung lang, ipoh
publisher IOP Publishing Ltd
publishDate 2022
url https://eprints.ums.edu.my/id/eprint/41658/1/ABSTRACT.pdf
https://eprints.ums.edu.my/id/eprint/41658/2/FULL%20TEXT.pdf
https://eprints.ums.edu.my/id/eprint/41658/
https://www.researchgate.net/publication/365721232_3D_Modelling_of_Rockfall_Hazard_at_Gunung_Lang_Ipoh
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