The following data were obtained from a consolidated – undrained triaxial compression test on a clay soil. Chamber Pressure 100 250 400 (КРа) Deviator stress @ failure 320 425 530 Pore pressure @ failure 33.5 53 140 Determine the ff: a. Undrained cohesion (95.84) b. Undrained angle of shearing resistance (15.03) c. Drained cohesion (99.19) d. Drained angle of shearing resistance (16.67)

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Temperature as a Fundamental Dimension

There are certain rules to write dimensions of a physical quantity using the fundamental dimensions. They are outlined below.