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For normally consolidated day specimens, drained direct shear tests were conducted and the follow ing data were obtained. Determine the drained angle of internal friction y or the clay. KPa 150 300 400 hPa aa.4 44.6 59.8 bloto 500 11.6

For normally consolidated day specimens, drained direct shear tests were conducted and the follow ing data were obtained. Determine the drained angle of internal friction y or the clay. KPa 150 300 400 hPa aa.4 44.6 59.8 bloto 500 11.6

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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control Sharpie.) Pen. command Mars plas 2 STAEDT Problem 11. 5 For normally consolidated clay specimens, drained direct shear tests were conducted and the follow ina data were olbtained. Determine the drained angle of internal friction Ų or the clay. KPa 150 300 400 500 hla aa.4 44.6 59.8 blotto 11.6
Transcribed Image Text:control Sharpie.) Pen. command Mars plas 2 STAEDT Problem 11. 5 For normally consolidated clay specimens, drained direct shear tests were conducted and the follow ina data were olbtained. Determine the drained angle of internal friction Ų or the clay. KPa 150 300 400 500 hla aa.4 44.6 59.8 blotto 11.6
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