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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 ... $OPIII, OQII, ORI, OSIV$ $OPI, OQIII, ORII, OSIV$
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Feb 28
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jothee
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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
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Feb 13
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jothee
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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
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Aug 7, 2019
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gatecse
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3.9k
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gate2017ce2
soilmechanics
geotechnicalengineering
stresspaths
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0
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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 $20^{\circ}$
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Mar 26, 2018
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Milicevic3306
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11.8k
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gate2015ce2
solidmechanics
geotechnicalengineering
stresspaths
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