Strength and stiffness from in situ tests

Parameters affecting strength has lot of formula so all content include a picture.
Parameters affecting strength
Figure 1.6 Variations of friction angle with plasticity index data.
Figure 1.8 Results of regular and plane-strain triaxial tests
where ?p = frictional angle under plane strain conditions, as would occur beneath a very long spread footing or a long wall leaning forward under later soil pressure; ?tr = frictional angle under axisymmetric conditions (the intermediate principal stress = minor principal stress), as would occur at the tip of a pile or beneath a square footing. The adjustment of test conditions should be limited to no more than 5°.

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