Geotechnical engineer decided to measure the shear strength of a clay soil by a Triaxial test. From the owing three type

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Geotechnical engineer decided to measure the shear strength of a clay soil by a Triaxial test. From the owing three type

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Geotechnical Engineer Decided To Measure The Shear Strength Of A Clay Soil By A Triaxial Test From The Owing Three Type 1
Geotechnical Engineer Decided To Measure The Shear Strength Of A Clay Soil By A Triaxial Test From The Owing Three Type 1 (24.13 KiB) Viewed 13 times
Geotechnical engineer decided to measure the shear strength of a clay soil by a Triaxial test. From the owing three types of samples presented in table 1 below, what do you advise him to use? Justify your ce based on the disturbance ratio. Tot 2: Shelby Cube dimensions TOUNESS Type 1 Type Type II Outside Dlater D 3 2 SON 5 127 NORDLAMETER Wall Thics 0.049 1.24 0.065 1.65 12 LOS Tube bragth OUTER DIAMETER 10. JE 0.91 36 0.91 54 1.45
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