6. ) A silty sand sample failed during a consolidated-undrained triaxial test at o₁-280 kPa and 0-170 kPa. With the assumption that c=0 and A=0.65, determine the consolidated-undrained friction angle and a drained friction angle . If a consolidated-undrained test on such a soil is conducted at a confining pressure o,-340 kPa, what will be major total and effective stresses and the pore water pressure at failure? What will be the maximum shear stress + during a "slow" direct shear test, if the vertical stress o=160 kPa? &cu = 14.1° 21.0° 560 RPQ 417 RPQ 0₂ 2= 61.4 RPQ 197 kPa

Structural Analysis
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Chapter2: Loads On Structures
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) A silty sand sample failed during a consolidated-undrained triaxial test at o₁-280 kPa and
03-170 kPa. With the assumption that c=0 and A=0.65, determine the consolidated-undrained
friction angle de and a drained friction angle . If a consolidated-undrained test on such a soil is
conducted at a confining pressure o,-340 kPa, what will be major total and effective stresses and
the pore water pressure at failure? What will be the maximum shear stress t during a "slow" direct
test, if the vertical stress o=160 kPa?
shear
ी की
си
14.1°
=
21.0°
560 RPQ
417 RPQ
G
197 кра
2= 61.4 RPA
Transcribed Image Text:) A silty sand sample failed during a consolidated-undrained triaxial test at o₁-280 kPa and 03-170 kPa. With the assumption that c=0 and A=0.65, determine the consolidated-undrained friction angle de and a drained friction angle . If a consolidated-undrained test on such a soil is conducted at a confining pressure o,-340 kPa, what will be major total and effective stresses and the pore water pressure at failure? What will be the maximum shear stress t during a "slow" direct test, if the vertical stress o=160 kPa? shear ी की си 14.1° = 21.0° 560 RPQ 417 RPQ G 197 кра 2= 61.4 RPA
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