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Recent questions tagged stresspaths
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GATE2020CE134
The total stress paths corresponding to different loading conditions, for a soil specimen under the isotropically consolidated stress state (O), are shown below ... $OPIII, OQII, ORI, OSIV$ $OPI, OQIII, ORII, OSIV$
asked
Feb 28, 2020
in
Soil Mechanics
by
jothee
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2.7k
points)
gate2020ce1
soilmechanics
geotechnicalengineering
stresspaths
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2
GATE2020 CE26
The state of stress represented by Mohr’s circle shown in the figure is uniaxial tension biaxial tension of equal magnitude hydrostatic stress pure shear
asked
Feb 13, 2020
in
Soil Mechanics
by
jothee
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2.7k
points)
gate2020ce2
soilmechanics
geotechnicalengineering
mohr'scircle
stresspaths
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0
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3
GATE2017 CE235
Following are the statements related to the stress paths in a triaxial testing of soils: If $\sigma_1 = \sigma_3$, the stress point lies at the origin of the $pq$ plot If $\sigma_1 = \sigma_3$, the stress point lies on the $p$axis of the $pq$ plot If $\sigma_1 > \sigma_3$, ...  True P  True; Q  False; R  True P  False; Q  True; R  False P  True; Q  False; R  False
asked
Aug 7, 2019
in
Soil Mechanics
by
gatecse
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3.9k
points)
gate2017ce2
soilmechanics
geotechnicalengineering
stresspaths
0
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0
answers
4
GATE2015240
Stress path equation for triaxial test upon application of deviatoric stress is, $q=10 \sqrt{3}+0.5p$. The respective values of cohesion, $c$ (in kPa) and angle of internal friction, $\phi$ are: $20$ and $20^{\circ}$ $20$ and $30^{\circ}$ $30$ and $30^{\circ}$ $30$ and $20^{\circ}$
asked
Mar 26, 2018
in
Solid Mechanics
by
Milicevic3306
(
11.9k
points)
gate2015ce2
solidmechanics
geotechnicalengineering
stresspaths
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