Research Article
On the Computational Precision of Finite Element Algorithms in Slope Stability Problems
Figure 5
Equivalent strain nephograms for quadrilateral isoparametric plane strain elements by using the modified Euler integration without stress corrections: (a) Fs = 1; (b) Fs = 1.06; (c) Fs = 1.09; (d) Fs = 1.1.
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| (b) |
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