›› 2005, Vol. 26 ›› Issue (9): 1374-1378.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on behavior of soil-structure interface with slurry

ZHANG Ga, ZHANG Jian-min   

  1. Institute of Geotechnical Engineering，Tsinghua University，Beijing 100084，China
  • Received:2004-04-03 Online:2005-09-10 Published:2013-12-30

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Abstract: The mechanical behavior and mechanism of the interface between structure and coarse grained soil with slurry were investigated through conducting monotonic and cyclic tests of both interfaces with and without slurry. The interface with slurry between structure and coarse grained soil can be thought as the one between structure and slurry if the slurry is thick enough. Whereas, the behavior of the interface with slurry would be similar to that of the interface between structure and coarse grained soil if the slurry is not thick enough, which is only affected quantitatively by the slurry. For example, the shear strength would be reduced and the compression would be increased if the slurry becomes thicker. The behavior and thickness of slurry as well as the behavior of structure material and soil are main factors to the behavior of the interface between structure and coarse grained soil with slurry.

Key words: interface, coarse-grained soil, slurry, test, mechanical behavior

CLC Number: 

  • TU 411
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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