Effect Of Foundation Geometry On Short Abutment Scour
Accurate prediction of the local scour at abutments is an important criterion to design a safe depth for the bridge foundation. An experimental study for predicting local scour around the complex and uniform abutment under clear water conditions is presented. In this research, a short complex abutme...
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| Format: | Thesis |
| Language: | English |
| Published: |
2012
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| Online Access: | http://eprints.usm.my/43917/ http://eprints.usm.my/43917/1/Reza%20Mohammadpour%20Ghalati24.pdf |
| _version_ | 1848879930040909824 |
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| author | Ghalati, Reza Mohammadpour |
| author_facet | Ghalati, Reza Mohammadpour |
| author_sort | Ghalati, Reza Mohammadpour |
| building | USM Institutional Repository |
| collection | Online Access |
| description | Accurate prediction of the local scour at abutments is an important criterion to design a safe depth for the bridge foundation. An experimental study for predicting local scour around the complex and uniform abutment under clear water conditions is presented. In this research, a short complex abutment included a rectangular abutment and situated on a larger rectangular foundation. The results are presented according to three scour cases. In Case I, the foundation level was located below the scour hole. In Case II, scour depth reaches the top of the foundation, and in Case III, the top of the foundation was located within the scour hole. The results reveal that the scour depth at a complex abutment is dependent on foundation level (Z), length of abutment (L) and the dimensions of the foundation (Lf) in addition to the factors that influence local scour depth at a uniform cross section abutment. Several equations have been developed based on two methods, Multiple Linear Regression (MLR) and effective length, to predict scour depth around a complex abutment. The trend of scour depth development over time around a complex abutment was also investigated. For uniform abutments, the dimension and variation of local scour with time were investigated. The MLR, genetic programming (GP) and artificial neural networks (ANNs), feed forward back propagation (FFBP) and radial basis function (RBF) were used to predict the time variation of scour depth at uniform abutment. |
| first_indexed | 2025-11-15T17:55:03Z |
| format | Thesis |
| id | usm-43917 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T17:55:03Z |
| publishDate | 2012 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-439172019-04-12T05:26:19Z http://eprints.usm.my/43917/ Effect Of Foundation Geometry On Short Abutment Scour Ghalati, Reza Mohammadpour TN1-997 Mining engineering. Metallurgy Accurate prediction of the local scour at abutments is an important criterion to design a safe depth for the bridge foundation. An experimental study for predicting local scour around the complex and uniform abutment under clear water conditions is presented. In this research, a short complex abutment included a rectangular abutment and situated on a larger rectangular foundation. The results are presented according to three scour cases. In Case I, the foundation level was located below the scour hole. In Case II, scour depth reaches the top of the foundation, and in Case III, the top of the foundation was located within the scour hole. The results reveal that the scour depth at a complex abutment is dependent on foundation level (Z), length of abutment (L) and the dimensions of the foundation (Lf) in addition to the factors that influence local scour depth at a uniform cross section abutment. Several equations have been developed based on two methods, Multiple Linear Regression (MLR) and effective length, to predict scour depth around a complex abutment. The trend of scour depth development over time around a complex abutment was also investigated. For uniform abutments, the dimension and variation of local scour with time were investigated. The MLR, genetic programming (GP) and artificial neural networks (ANNs), feed forward back propagation (FFBP) and radial basis function (RBF) were used to predict the time variation of scour depth at uniform abutment. 2012-11 Thesis NonPeerReviewed application/pdf en http://eprints.usm.my/43917/1/Reza%20Mohammadpour%20Ghalati24.pdf Ghalati, Reza Mohammadpour (2012) Effect Of Foundation Geometry On Short Abutment Scour. PhD thesis, Universiti Sains Malaysia. |
| spellingShingle | TN1-997 Mining engineering. Metallurgy Ghalati, Reza Mohammadpour Effect Of Foundation Geometry On Short Abutment Scour |
| title | Effect Of Foundation Geometry On
Short Abutment Scour |
| title_full | Effect Of Foundation Geometry On
Short Abutment Scour |
| title_fullStr | Effect Of Foundation Geometry On
Short Abutment Scour |
| title_full_unstemmed | Effect Of Foundation Geometry On
Short Abutment Scour |
| title_short | Effect Of Foundation Geometry On
Short Abutment Scour |
| title_sort | effect of foundation geometry on
short abutment scour |
| topic | TN1-997 Mining engineering. Metallurgy |
| url | http://eprints.usm.my/43917/ http://eprints.usm.my/43917/1/Reza%20Mohammadpour%20Ghalati24.pdf |