Research on Strength Characteristics of Expansive Soil

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Abstract:

According to expansive soil, consolidated drained tests and undrained tests are carried on under saturated and remoulded conditions. The stress-strain characteristics of saturated soil are researched systematically under different confining pressure, initial dry density, initial water content, shearing rate and drainage condition. The inherent unity of diversity of shearing strength for the same samples measured by different experimental methods is indicated according to the normalization of critical state test results.

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96-99

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October 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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