A direct shear test is conducted on a 60 mm X 60 mm over- consolidated clay specimen. The loading was very slow, ensuring that there is no pore water pressure development within the specimen (i.e., drained loading). The following data were recorded. Normal Shear Joad load (N) (N) (kN/m?) (kN/m?) 178 102 49.4 28.3 362 174 100.6 48.3 537 256 149.2 71.1 719 332 199.7 92.2 Determine the shear strength parameters c'and o'.
A direct shear test is conducted on a 60 mm X 60 mm over- consolidated clay specimen. The loading was very slow, ensuring that there is no pore water pressure development within the specimen (i.e., drained loading). The following data were recorded. Normal Shear Joad load (N) (N) (kN/m?) (kN/m?) 178 102 49.4 28.3 362 174 100.6 48.3 537 256 149.2 71.1 719 332 199.7 92.2 Determine the shear strength parameters c'and o'.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.18P
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A direct shear test is conducted on a 60 mm X 60 mm overconsolidated
clay specimen. The loading was very slow,
ensuring that there is no pore water pressure development
within the specimen (i.e., drained loading). The following
data were recorded.
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