Q.2. An undisturbed soil sample was brought from a construction site to Laboratory and two identical specimen of the soil were prepared and tested in tri-axial test apparatus. First specimen failed at a deviator stress of 770 kN/m² when the cell pressure was 200 kN/m², while the second specimen failed at a deviator stress of 1370 kN/m² under a cell pressure of 400 kN/m². Find shear strength parameters analytically 20
Q.2. An undisturbed soil sample was brought from a construction site to Laboratory and two identical specimen of the soil were prepared and tested in tri-axial test apparatus. First specimen failed at a deviator stress of 770 kN/m² when the cell pressure was 200 kN/m², while the second specimen failed at a deviator stress of 1370 kN/m² under a cell pressure of 400 kN/m². Find shear strength parameters analytically 20
Chapter2: Loads On Structures
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Transcribed Image Text:Q.2. An undisturbed soil sample was brought from a construction site to Laboratory and two
identical specimen of the soil were prepared and tested in tri-axial test apparatus. First specimen
failed at a deviator stress of 770 kN/m² when the cell pressure was 200 kN/m², while the second
specimen failed at a deviator stress of 1370 kN/m² under a cell pressure of 400 kN/m². Find shear
strength parameters analytically
20
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