A cylindrical soil sample with elastic properties E' = 1 MPa, v' = 0.38 is subjected to an axial stress increase, Ao1 = 97 kPa and lateral stress increases Ao2 = Ao3 = 4 kPa. If no drainage is allowed, %3D %3D determine the axial strain.

Structural Analysis
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Chapter2: Loads On Structures
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A cylindrical soil sample with elastic properties E' = 1 MPa, v' = 0.38 is subjected to an axial stress
%3D
increase, Ao1 = 97 kPa and lateral stress increases Ao2 = Ao3 = 4 kPa. If no drainage is allowed,
determine the axial strain.
Transcribed Image Text:A cylindrical soil sample with elastic properties E' = 1 MPa, v' = 0.38 is subjected to an axial stress %3D increase, Ao1 = 97 kPa and lateral stress increases Ao2 = Ao3 = 4 kPa. If no drainage is allowed, determine the axial strain.
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