A Risk Assessment Method for Trench Excavations

Many earthwork excavations are being made for pipeline and other utility installation each year. However, frequent slope failures occur in this type of earthwork resulted in many casualties and property losses. These site accidents often occur because contractors consider these excavations as temp...

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Main Authors: Lee, Sun Chai*, Chen, Shen En
Format: Article
Language:English
Published: Cafet Innova Technical Society 2015
Subjects:
Online Access:http://eprints.intimal.edu.my/993/
http://eprints.intimal.edu.my/993/1/International%20Journal%20of%20Earth%20Sciences%20and%20Engineering.pdf
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author Lee, Sun Chai*
Chen, Shen En
author_facet Lee, Sun Chai*
Chen, Shen En
author_sort Lee, Sun Chai*
building INTI Institutional Repository
collection Online Access
description Many earthwork excavations are being made for pipeline and other utility installation each year. However, frequent slope failures occur in this type of earthwork resulted in many casualties and property losses. These site accidents often occur because contractors consider these excavations as temporary earthwork that would not warrant regular engineering analyses for the slopes. An engineering stability analysis of slopes is considered to be too tedious to conduct. This paper describes a study to provide a quick and easy method to analyze the safety of trenches and excavations which can be used for immediate on-site evaluation. This method uses the direct correlation between the minimum factor of safety and their soil parameters through multiple regressions. However, the use of these equations requires site personnel to have some experience in geotechnical engineering.
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spelling intimal-9932017-11-27T02:44:02Z http://eprints.intimal.edu.my/993/ A Risk Assessment Method for Trench Excavations Lee, Sun Chai* Chen, Shen En TA Engineering (General). Civil engineering (General) Many earthwork excavations are being made for pipeline and other utility installation each year. However, frequent slope failures occur in this type of earthwork resulted in many casualties and property losses. These site accidents often occur because contractors consider these excavations as temporary earthwork that would not warrant regular engineering analyses for the slopes. An engineering stability analysis of slopes is considered to be too tedious to conduct. This paper describes a study to provide a quick and easy method to analyze the safety of trenches and excavations which can be used for immediate on-site evaluation. This method uses the direct correlation between the minimum factor of safety and their soil parameters through multiple regressions. However, the use of these equations requires site personnel to have some experience in geotechnical engineering. Cafet Innova Technical Society 2015 Article PeerReviewed text en http://eprints.intimal.edu.my/993/1/International%20Journal%20of%20Earth%20Sciences%20and%20Engineering.pdf Lee, Sun Chai* and Chen, Shen En (2015) A Risk Assessment Method for Trench Excavations. International Journal of Earth Sciences and Engineering, 8 (5). pp. 1957-1961. ISSN 0974-5904
spellingShingle TA Engineering (General). Civil engineering (General)
Lee, Sun Chai*
Chen, Shen En
A Risk Assessment Method for Trench Excavations
title A Risk Assessment Method for Trench Excavations
title_full A Risk Assessment Method for Trench Excavations
title_fullStr A Risk Assessment Method for Trench Excavations
title_full_unstemmed A Risk Assessment Method for Trench Excavations
title_short A Risk Assessment Method for Trench Excavations
title_sort risk assessment method for trench excavations
topic TA Engineering (General). Civil engineering (General)
url http://eprints.intimal.edu.my/993/
http://eprints.intimal.edu.my/993/1/International%20Journal%20of%20Earth%20Sciences%20and%20Engineering.pdf