Highlights
Task:
The shear strength of soil collected 4m below ground surface and tested under consolidated undrained test can be given by the equation T = 30 + a' tan 27° by Effective Stress (ES) analysis. A proposed structure of 80 kN/m2 is be constnwted on over consolidated clay material with uMt weight of 19 kN/m3. Determine: i. Pore water pressure developed in the specimen at failure ii. Minor (a3) and major (al) effective principal stress iii. The expected cohesion value in Total Stress (TS) analysis
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