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An undrained triaxial compression strength test was conducted on clayey silt soils and the following test results are obatined.

written 3.6 years ago by | modified 5 months ago by |

$\sigma_{3}kN/m^{2}$ | 17 | 44 | 56 |
---|---|---|---|

$\sigma_{1}kN/m^{2}$ | 157 | 204 | 225 |

$U kN/m^{2}$ | 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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