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《Industrial Construction》 2008-04
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Yao Yangping Zhu Enyang(School of Transportation Science & Engineering,Beihang University Beijing 100083)  
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 approximately.Concluding from the results of slaking tests,a mathematical description is worked out to describe wetting deformations under K_0 compression.Using this mathematic description,a prediction for wetting deformations is given out and it agree well with the tests results.
【Fund】: 国家自然科学基金资助项目(10672010);; 国家科技支撑项目(2006BAK12B12)
【CateGory Index】: TU41
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