Finite Element Performance With Different Mesh Size of Retaining Walls

International Journal of Advanced Research in Engineering and Technology (IJARET), 11(3), 2020, pp 381-389.

9 Pages Posted: 28 Apr 2020

See all articles by Rohaya Alias

Rohaya Alias

Faculty of Civil Engineering, Universiti Teknologi MARA Pahang, 26400 Jengka, Pahang, Malaysia.

Siti Jahara Matlan

Civil Engineering Programme, Faculty of Engineering, Universiti Malaysia Sabah, 88400 Kota Kinabalu, Sabah, Malaysia

Anuar Kasa

Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia.

Date Written: April 3, 2020

Abstract

Finite element analysis is one of the efficient technique to support modern engineering practice. In the finite element analysis, mesh size assumes a significant role as it can determine the quality of the finite element analysis results. This paper investigates the influence of mesh size on finite element performances of concrete cantilever retaining walls. The finite element analysis of the concrete cantilever retaining walls was made using GeoStudio software consisting of SIGMA/W and SLOPE/W. Three mesh sizes are used to compare the accuracy of the model analysis, which is fine, medium and coarse size. The results of finite element analysis were compared with the results of field monitoring in order to validate the model. The finite element analysis results show the influence of the mesh size did not make a significant difference. It was discovered that the finite element models with fine mesh gave more close results when contrasted with field monitoring results. The results of finite element analysis and field monitoring were in good agreement.

Keywords: Finite element, mesh size, performance, retaining wall

Suggested Citation

Alias, Rohaya and Matlan, Siti Jahara and Kasa, Anuar, Finite Element Performance With Different Mesh Size of Retaining Walls (April 3, 2020). International Journal of Advanced Research in Engineering and Technology (IJARET), 11(3), 2020, pp 381-389., Available at SSRN: https://ssrn.com/abstract=3567704

Rohaya Alias (Contact Author)

Faculty of Civil Engineering, Universiti Teknologi MARA Pahang, 26400 Jengka, Pahang, Malaysia. ( email )

40450 Shah Alam
Johor
Dungun, Selangor 23000
Malaysia

Siti Jahara Matlan

Civil Engineering Programme, Faculty of Engineering, Universiti Malaysia Sabah, 88400 Kota Kinabalu, Sabah, Malaysia ( email )

P.O. Box 80594
Jalan UMS
Kota Kinabalu, Sabah 88999
Malaysia

Anuar Kasa

Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor, Malaysia. ( email )

43600 Bandar Baru Bangi
Bangi, Selangor 06010
Malaysia

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