EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION

Yao Yangping; Zhu Enyang

doi:10.13204/j.gyjz200804014

Volume 38 Issue 4

Dec. 2014

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Yao Yangping, Zhu Enyang. EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 50-53,60. doi: 10.13204/j.gyjz200804014

Citation:

Yao Yangping, Zhu Enyang. EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 50-53,60. doi: 10.13204/j.gyjz200804014

Yao Yangping, Zhu Enyang. EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 50-53,60. doi: 10.13204/j.gyjz200804014

Citation:

Yao Yangping, Zhu Enyang. EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 50-53,60. doi: 10.13204/j.gyjz200804014

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EXPERIMENTAL RULES OF SLAKING FOR K0 COMPRESSED CLAY AND ITS DESCRIPTION

doi: 10.13204/j.gyjz200804014

1.
School of Transportation Science &Engineering,Beihang University,Beijing 100083

Received Date: 2007-11-19
Publish Date: 2008-04-20

Abstract

Abstract

In this paper, from results of K 0 compression tests and slaking tests on both dry clay and saturated clay in Olympic Park, some conclusions are obtained: in e-lgp paragraph, when the normal compressed dry clay is wetted under different stresses, the void ratios all reach compression line of saturated clay; while different over compressed dry clay in the same pre-consolidation pressure is wetted, the void ratios also reach one line approx imately. Concluding from the results of slaking tests, a mathematical description is worked out to describe wetting deformations under K0 compression. Using this mathematic description, a prediction for wetting deformations is given out and it agree well with the tests results.
- wetting,
- dry clay,
- K0 compression,
- rule,
- description

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References(10)

References

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