A review on the development of rock slope stability assessment in Malaysia

Rock mass classification systems are commonly used in the design and construction of rock engineering, and have seen widespread modifications and validations by various researchers over the last few decades. In Malaysia, several methods for large-and medium-scale slope assessment systems have been d...

Full description

Bibliographic Details
Main Authors:	A. F., Salmanfarsi, Haryati, Awang, Mohamad Idris, Ali
Format:	Conference or Workshop Item
Language:	English
Published:	IOP Publishing 2019
Subjects:	TH Building construction
Online Access:	http://umpir.ump.edu.my/id/eprint/26814/ http://umpir.ump.edu.my/id/eprint/26814/ http://umpir.ump.edu.my/id/eprint/26814/1/A%20review%20on%20the%20development%20of%20rock%20slope.pdf

id	ump-26814
recordtype	eprints
spelling	ump-268142019-12-10T09:03:46Z http://umpir.ump.edu.my/id/eprint/26814/ A review on the development of rock slope stability assessment in Malaysia A. F., Salmanfarsi Haryati, Awang Mohamad Idris, Ali TH Building construction Rock mass classification systems are commonly used in the design and construction of rock engineering, and have seen widespread modifications and validations by various researchers over the last few decades. In Malaysia, several methods for large-and medium-scale slope assessment systems have been developed for prediction of landslide risk. Most of the methods however were found to be unsatisfactory in actual prediction of slope failures. The rock mass classification, in particular the slope mass rating (SMR), continues to be the preferred preliminary method in small-scale assessment of rock slope stability. Kinematic analysis is also widely used for predicting potential failure in structurally-controlled rock slope, and has been used independent or as compliment to rock mass classification systems. These methods are not entirely adequate in incorporating the local condition of rock mass: as a result, several works have modified the parameters of slope stability assessment methods to consider the condition of the rock mass such as the effect of heterogeneous rock units and weathering of rocks. In addition to these conventional methods, geophysical methods such as electrical resistivity, and remote sensing methods such as light detection and ranging (LiDAR), are increasingly being used in both preliminary and post-slope failure analysis. This paper reviews the development of rock slope stability assessment methods in Malaysia, as well as covering the viability of integrating geophysical and laser scanning methods with conventional methods to develop a more comprehensive rock slope assessment. IOP Publishing 2019 Conference or Workshop Item PeerReviewed pdf en cc_by http://umpir.ump.edu.my/id/eprint/26814/1/A%20review%20on%20the%20development%20of%20rock%20slope.pdf A. F., Salmanfarsi and Haryati, Awang and Mohamad Idris, Ali (2019) A review on the development of rock slope stability assessment in Malaysia. In: IOP Conference Series: Earth and Environmental Science, International Conference on Agricultural Technology, Engineering and Environmental Sciences, 21-22 August 2019, , Banda Aceh, Indonesia. pp. 1-8., 365 (012063). ISSN 1755-1315 https://doi.org/10.1088/1755-1315/365/1/012063
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TH Building construction
spellingShingle	TH Building construction A. F., Salmanfarsi Haryati, Awang Mohamad Idris, Ali A review on the development of rock slope stability assessment in Malaysia
description	Rock mass classification systems are commonly used in the design and construction of rock engineering, and have seen widespread modifications and validations by various researchers over the last few decades. In Malaysia, several methods for large-and medium-scale slope assessment systems have been developed for prediction of landslide risk. Most of the methods however were found to be unsatisfactory in actual prediction of slope failures. The rock mass classification, in particular the slope mass rating (SMR), continues to be the preferred preliminary method in small-scale assessment of rock slope stability. Kinematic analysis is also widely used for predicting potential failure in structurally-controlled rock slope, and has been used independent or as compliment to rock mass classification systems. These methods are not entirely adequate in incorporating the local condition of rock mass: as a result, several works have modified the parameters of slope stability assessment methods to consider the condition of the rock mass such as the effect of heterogeneous rock units and weathering of rocks. In addition to these conventional methods, geophysical methods such as electrical resistivity, and remote sensing methods such as light detection and ranging (LiDAR), are increasingly being used in both preliminary and post-slope failure analysis. This paper reviews the development of rock slope stability assessment methods in Malaysia, as well as covering the viability of integrating geophysical and laser scanning methods with conventional methods to develop a more comprehensive rock slope assessment.
format	Conference or Workshop Item
author	A. F., Salmanfarsi Haryati, Awang Mohamad Idris, Ali
author_facet	A. F., Salmanfarsi Haryati, Awang Mohamad Idris, Ali
author_sort	A. F., Salmanfarsi
title	A review on the development of rock slope stability assessment in Malaysia
title_short	A review on the development of rock slope stability assessment in Malaysia
title_full	A review on the development of rock slope stability assessment in Malaysia
title_fullStr	A review on the development of rock slope stability assessment in Malaysia
title_full_unstemmed	A review on the development of rock slope stability assessment in Malaysia
title_sort	review on the development of rock slope stability assessment in malaysia
publisher	IOP Publishing
publishDate	2019
url	http://umpir.ump.edu.my/id/eprint/26814/ http://umpir.ump.edu.my/id/eprint/26814/ http://umpir.ump.edu.my/id/eprint/26814/1/A%20review%20on%20the%20development%20of%20rock%20slope.pdf
first_indexed	2023-09-18T22:41:59Z
last_indexed	2023-09-18T22:41:59Z
_version_	1777416976265641984

A review on the development of rock slope stability assessment in Malaysia

Similar Items