A sample of sand is tested in a direct shear device to determine its angle of internal friction. Cross-sec- tion dimensions of the shear box are 2.0" by 2.0". The sample is tested at a vertical normal force N of 40 Ib and resulted in a maximum horizontal shear force T of 30 lb. (a) Assuming the sand is cohesionless, what is the angle of internal friction o of this sand? (b) If a second test is conducted at a vertical normal force of 65 lb, what would be the anticipated maxi- mum horizontal shear force T?

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Subsurface Exploration
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Problem 12.11P
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A sample of sand is tested in a direct shear device to determine its angle of internal friction.
Cross-sec-
tion dimensions of the shear box are 2.0" by 2.0". The sample is tested at a vertical normal force N of
40 Ib and resulted in a maximum horizontal shear force T of 30 lb.
(a) Assuming the sand is cohesionless, what is the angle of internal friction o of this sand?
(b) If a second test is conducted at a vertical normal force of 65 lb, what would be the anticipated maxi-
mum horizontal shear force T?
Transcribed Image Text:A sample of sand is tested in a direct shear device to determine its angle of internal friction. Cross-sec- tion dimensions of the shear box are 2.0" by 2.0". The sample is tested at a vertical normal force N of 40 Ib and resulted in a maximum horizontal shear force T of 30 lb. (a) Assuming the sand is cohesionless, what is the angle of internal friction o of this sand? (b) If a second test is conducted at a vertical normal force of 65 lb, what would be the anticipated maxi- mum horizontal shear force T?
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