The results of a consolidated drained triaxial shear test on a normally consolidated clay are shown in the figure. The angle of internal friction will be _______

1
\({\sin ^{ - 1}}\left( {\frac{1}{3}} \right)\)
2
\({\sin ^{ - 1}}\left( {\frac{1}{2}} \right)\)
3
\({\sin ^{ - 1}}\left( {\frac{2}{3}} \right)\)
4
\({\sin ^{ - 1}}\left( {\frac{{\sqrt 3 }}{2}} \right)\)

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