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An undrained triaxial compression strength test was conducted on clayey silt soils and the following test results are obatined.
written 6.1 years ago by | modified 3.0 years ago by |
σ3kN/m2 | 17 | 44 | 56 |
---|---|---|---|
σ1kN/m2 | 157 | 204 | 225 |
UkN/m2 | 12 | 20 | 22 |
Draw the associated Mohr's circles and determine the values of the shear parameters considering the (a) total stress and (b) effective stresses.
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