Slope failure analysis using chromaticity variables

Slope failure has become a major concern in Malaysia due to the rapid development and urbanisation in the country. It poses severe threats to any highway construction industry, residential areas, natural resources, as well as tourism activities. Thus, this study aims to characterise the relations...

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Main Authors:	Othman, Rashidi, Hasni, Shah Irani
Other Authors:	Aly, Aidy
Format:	Book Chapter
Language:	English
Published:	Intech 2017
Subjects:	GE Environmental Sciences QD Chemistry QE Geology TE177 Roadside development. Landscaping
Online Access:	http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/1/BOOK%20CHAPTER%202%202017.pdf

id	iium-60730
recordtype	eprints
spelling	iium-607302017-12-25T12:42:16Z http://irep.iium.edu.my/60730/ Slope failure analysis using chromaticity variables Othman, Rashidi Hasni, Shah Irani GE Environmental Sciences QD Chemistry QE Geology TE177 Roadside development. Landscaping Slope failure has become a major concern in Malaysia due to the rapid development and urbanisation in the country. It poses severe threats to any highway construction industry, residential areas, natural resources, as well as tourism activities. Thus, this study aims to characterise the relationship between chromaticity variables to be manipulated as indicators to forecast slope failure. The concentration of each soil property in slope soil was evaluated from two different localities that consist of 120 soil samples from stable and unstable slopes located along North South Highway and East West Highway. Indicators that could be used to predict shallow slope failure were high value of variable L(62), low values of variables c (20) and h* (66). Furthermore, the hues that indicate stable slope based on Munsell Soil Colour Chart are between 2.5YR and 5YR while the hues that indicate unstable slope are between 5YR and 10YR. The overall analysis leads to the conclusion that the reactions and distinctive changes of chromaticity variables between stable and unstable slopes were emphasised as results of significant differences between soil properties, the locations, slope stability and combinations of all interactions. Intech Aly, Aidy 2017-12-20 Book Chapter PeerReviewed application/pdf en cc_by http://irep.iium.edu.my/60730/1/BOOK%20CHAPTER%202%202017.pdf Othman, Rashidi and Hasni, Shah Irani (2017) Slope failure analysis using chromaticity variables. In: Failure Analysis and Prevention. Intech, Croatia, pp. 15-32. ISBN 978-953-51-3713-9 https://www.intechopen.com/books/editor/failure-analysis-and-prevention 10.5772/65149
repository_type	Digital Repository
institution_category	Local University
institution	International Islamic University Malaysia
building	IIUM Repository
collection	Online Access
language	English
topic	GE Environmental Sciences QD Chemistry QE Geology TE177 Roadside development. Landscaping
spellingShingle	GE Environmental Sciences QD Chemistry QE Geology TE177 Roadside development. Landscaping Othman, Rashidi Hasni, Shah Irani Slope failure analysis using chromaticity variables
description	Slope failure has become a major concern in Malaysia due to the rapid development and urbanisation in the country. It poses severe threats to any highway construction industry, residential areas, natural resources, as well as tourism activities. Thus, this study aims to characterise the relationship between chromaticity variables to be manipulated as indicators to forecast slope failure. The concentration of each soil property in slope soil was evaluated from two different localities that consist of 120 soil samples from stable and unstable slopes located along North South Highway and East West Highway. Indicators that could be used to predict shallow slope failure were high value of variable L(62), low values of variables c (20) and h* (66). Furthermore, the hues that indicate stable slope based on Munsell Soil Colour Chart are between 2.5YR and 5YR while the hues that indicate unstable slope are between 5YR and 10YR. The overall analysis leads to the conclusion that the reactions and distinctive changes of chromaticity variables between stable and unstable slopes were emphasised as results of significant differences between soil properties, the locations, slope stability and combinations of all interactions.
author2	Aly, Aidy
author_facet	Aly, Aidy Othman, Rashidi Hasni, Shah Irani
format	Book Chapter
author	Othman, Rashidi Hasni, Shah Irani
author_sort	Othman, Rashidi
title	Slope failure analysis using chromaticity variables
title_short	Slope failure analysis using chromaticity variables
title_full	Slope failure analysis using chromaticity variables
title_fullStr	Slope failure analysis using chromaticity variables
title_full_unstemmed	Slope failure analysis using chromaticity variables
title_sort	slope failure analysis using chromaticity variables
publisher	Intech
publishDate	2017
url	http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/ http://irep.iium.edu.my/60730/1/BOOK%20CHAPTER%202%202017.pdf
first_indexed	2023-09-18T21:26:05Z
last_indexed	2023-09-18T21:26:05Z
_version_	1777412200403566592

Slope failure analysis using chromaticity variables

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