Sandstone samples were collected from an underground mine and a laboratory investigation was performed to determine Uniaxial Compressive Strength (UCS) and Uniaxial Tensile Strength (UTS). The average UCS and UTS were determined as 165 MPa and 18 MPa respectively. Based on the given UCS and UTS, you need to determine the approximate cohesion and angle of internal friction of the sandstone.
Sandstone samples were collected from an underground mine and a laboratory investigation was performed to determine Uniaxial Compressive Strength (UCS) and Uniaxial Tensile Strength (UTS). The average UCS and UTS were determined as 165 MPa and 18 MPa respectively. Based on the given UCS and UTS, you need to determine the approximate cohesion and angle of internal friction of the sandstone.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Sandstone samples were collected from an underground mine and a laboratory investigation was performed to determine Uniaxial Compressive Strength (UCS) and Uniaxial Tensile Strength (UTS). The average UCS and UTS were determined as 165 MPa and 18 MPa respectively. Based on the given UCS and UTS, you need to determine the approximate cohesion and angle of internal friction of the sandstone.
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