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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