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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Undrained triaxial compression tests were carried out to failure on three specimen of
clayey silt, with pore pressure measurements as shown.
Major principal
stress oi in
kg/cm2
1.57
2.04
2.25
Specimen no.
Miner principal
stress a2 in
Pore pressure u
in kg/cm2
kg/cm2
1
0.17
0.12
0.44
0.20
0.55
0.22
i.
Determine the shear parameters constituting the shear strength of the soil.
ii.
Also determine how much increase or decrease in these parameters would be
computed if the pore pressure were neglected
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