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The following data were obtained from a series of consolidated undrained triaxial tests: Pore water pressure | (01-03) (kPa) at failure (kPa) Test nr Pore water pressure before consolidation (kPa) Оз (КРа) 1 100 40 -25 150 200 120 -45 284 300 200 -65 409 (a) Determined the pore pressure parameters, B and A (b) Determine the effective stress parameters, c'and ø' (c) Determine the initial pore water pressure, uo N3

The following data were obtained from a series of consolidated undrained triaxial tests: Pore water pressure | (01-03) (kPa) at failure (kPa) Test nr Pore water pressure before consolidation (kPa) Оз (КРа) 1 100 40 -25 150 200 120 -45 284 300 200 -65 409 (a) Determined the pore pressure parameters, B and A (b) Determine the effective stress parameters, c'and ø' (c) Determine the initial pore water pressure, uo N3

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The following data were obtained from a series of consolidated undrained triaxial tests: Pore water pressure (01-03) (kPa) at failure (kPa) Test nr Pore water pressure before consolidation (kPa) Оз (kPа) 1 100 40 -25 150 200 120 -45 284 3 300 200 -65 409 (a) Determined the pore pressure parameters, B and A (b) Determine the effective stress parameters, c'and ø' (c) Determine the initial pore water pressure, uo
Transcribed Image Text:The following data were obtained from a series of consolidated undrained triaxial tests: Pore water pressure (01-03) (kPa) at failure (kPa) Test nr Pore water pressure before consolidation (kPa) Оз (kPа) 1 100 40 -25 150 200 120 -45 284 3 300 200 -65 409 (a) Determined the pore pressure parameters, B and A (b) Determine the effective stress parameters, c'and ø' (c) Determine the initial pore water pressure, uo
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