MATEC Web Conf.
Volume 63, 20162016 International Conference on Mechatronics, Manufacturing and Materials Engineering (MMME 2016)
|Number of page(s)||4|
|Section||Manufacturing and Design Science|
|Published online||12 July 2016|
Application and comparison of stability analysis of slope using circular arc method and strength reduction method
1 Tianjin Port Engineering Institution Ltd. of CCCC.; Key Lab. of Geotechnical Engineering of Tianjin; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin 300222, China
2 Tianjin Port Engineering Institution Ltd. of CCCC., Tianjin 300222, China
a Corresponding author: firstname.lastname@example.org
In order to evaluate the accuracy of strength reduction method using FEM, the safety factors of the uniform clay slope and sand slope are investigated by Fellenius’s method, Bishop’s method using traditional limit equilibrium method and strength reduction method respectively. The limit equilibrium method is carried out based on the code for foundations in port engineering and the FE analysis is based on Plaxis3D. The results show that the safety coefficient obtained by strength reduction method of FEM is larger than that obtained by limit equilibrium method and the errors are 6.03% and 1.61% for clay slope and 8.54% and 3.99% for sand slope.
© Owned by the authors, published by EDP Sciences, 2016
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