3) A consolidated-undrained triaxial test on a specimen of saturated normally consolidated clay was carried out under an all-around pressure of 600 kPa. Consolidation took place against a back pressure of 200 kPa. The following results were recorded during the test. Using q-p plot 01-03 (kPa) u (kPa) 0 80 158 214 200 229 277 318 279 388 319 433 The last set of data represents failure of the specimen. Draw the total stress and effective stress paths.