solve with in 40 minutes : Civil Engineering A consolidated-undrained triaxial test on a specimen of saturated clay was carried out under an all-round pressure
solve with in 40 minutes : Civil Engineering
A consolidated-undrained triaxial test on a specimen of saturated clay was carried out
under an all-round pressure of 600 kN/m2. Consolidation took place against a back
pressure of 200 kN/m?. The following results were recorded during the test.
Ơ1 – 03 (kN/m2)
u (kN/m?)
Draw the stress paths (s-t) and give the value of the pore pressure coefficient A at
failure.
80
158
214
279
319
200
229
277
318
388
433
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