Eurocode 7 and reliability-based designs of earth retaining walls
Retaining wall design is crucial for modern construction works that requires stabilization for modified terrain. The computation for the design of a retaining wall requires knowledge on soil parameters and the lateral earth pressure induced. The design of the retaining wall contains uncertainties ca...
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sg-ntu-dr.10356-641462023-03-03T16:53:17Z Eurocode 7 and reliability-based designs of earth retaining walls Lim, Hang Ting Low Bak Kong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering Retaining wall design is crucial for modern construction works that requires stabilization for modified terrain. The computation for the design of a retaining wall requires knowledge on soil parameters and the lateral earth pressure induced. The design of the retaining wall contains uncertainties caused by construction, site environment, human error, soil parameters etc. In Eurocode 7, these uncertainties are considered with the use of partial factors. On the other hand, reliability based design takes these uncertainties into the calculation and provide measurements of probability of failure in reliability index. The project was carried out with an objective of performing and comparing both Eurocode 7 and reliability based design on a retaining wall. The results for both designs were compared. The design was performed using Microsoft Excel to obtain the embedment depth for a case study. The design results was compared to identify the difference of both design methods. This report provided a spreadsheet to obtain accurate results for the design and detailed study on both design methods. Bachelor of Engineering (Civil) 2015-05-25T03:11:05Z 2015-05-25T03:11:05Z 2015 2015 Final Year Project (FYP) http://hdl.handle.net/10356/64146 en Nanyang Technological University 47 p. application/pdf |
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DRNTU::Engineering::Civil engineering Lim, Hang Ting Eurocode 7 and reliability-based designs of earth retaining walls |
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Retaining wall design is crucial for modern construction works that requires stabilization for modified terrain. The computation for the design of a retaining wall requires knowledge on soil parameters and the lateral earth pressure induced. The design of the retaining wall contains uncertainties caused by construction, site environment, human error, soil parameters etc. In Eurocode 7, these uncertainties are considered with the use of partial factors. On the other hand, reliability based design takes these uncertainties into the calculation and provide measurements of probability of failure in reliability index. The project was carried out with an objective of performing and comparing both Eurocode 7 and reliability based design on a retaining wall. The results for both designs were compared. The design was performed using Microsoft Excel to obtain the embedment depth for a case study. The design results was compared to identify the difference of both design methods. This report provided a spreadsheet to obtain accurate results for the design and detailed study on both design methods. |
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Low Bak Kong |
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Low Bak Kong Lim, Hang Ting |
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Final Year Project |
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Lim, Hang Ting |
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Lim, Hang Ting |
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Eurocode 7 and reliability-based designs of earth retaining walls |
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Eurocode 7 and reliability-based designs of earth retaining walls |
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Eurocode 7 and reliability-based designs of earth retaining walls |
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Eurocode 7 and reliability-based designs of earth retaining walls |
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Eurocode 7 and reliability-based designs of earth retaining walls |
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eurocode 7 and reliability-based designs of earth retaining walls |
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2015 |
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http://hdl.handle.net/10356/64146 |
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