ac0e Correlation analysis on undrained shear strength and consistency index of very soft to soft clay at Pearl river delta
Correlation analysis on undrained shear strength and consistency index of very soft to soft clay at Pearl river delta
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    Abstract:

    In order to establish the correlation between physical properties and mechanical properties, we obtain the ratio of undrained shear strength and effective pressure Su/p′0 under the anisotropic consolidation triaxial shear test, analyze the correlation between Su/p′0 and liquidity index/plasticity index/liquid limit, and establish the relative formula on normally consolidated soft soil Su/p′0 and consistency index at the estuary of the Pearl river delta, and assess the normalized behavior.

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LIN Lin, LIAO Xian-bin, MA Feng. Correlation analysis on undrained shear strength and consistency index of very soft to soft clay at Pearl river delta[J]. Port & Waterway Engineering,2013(7):62-64.

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  • Received:
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  • Online: July 19,2013
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