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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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