A direct shear test is conducted on a 60 mm x 60 mm overconsolidated clay specimen. The

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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.

Normal Shear load 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 c9and f9.

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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Question Posted: Aug 12, 2020 02:31 AM

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A direct shear test is conducted on a 60 mm x 60 mm overconsolidated clay specimen. The

Question:

Normal Shear load 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

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Principles Of Foundation Engineering

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