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
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Abstract
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.
| Item Type: | Article |
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| Uncontrolled Keywords: | excavation, trench, factor of safety, slope stability analysis, regression analysis. |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Faculty of Engineering & Quantity Surveying |
| Depositing User: | Unnamed user with email masilah.mansor@newinti.edu.my |
| Date Deposited: | 27 Nov 2017 02:44 |
| Last Modified: | 27 Nov 2017 02:44 |
| URI: | http://eprints.intimal.edu.my/id/eprint/993 |
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