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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2003  >  3(4): 13-16
ZHANG Hong-liang, HU Zhang-shun, LIU Bao-jian, WANG Jian-hai. Mechanical properties experiment of compacted loess-lime[J]. Journal of Traffic and Transportation Engineering, 2003, 3(4): 13-16.
Citation: ZHANG Hong-liang, HU Zhang-shun, LIU Bao-jian, WANG Jian-hai. Mechanical properties experiment of compacted loess-lime[J]. Journal of Traffic and Transportation Engineering, 2003, 3(4): 13-16.
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Mechanical properties experiment of compacted loess-lime

  • 1.

    School of Highway, Chang'an University, Xi'an 710064, China

  • 2.

    Highway Bureau of Nanyang City, Nanyang 473003, China

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  • Author Bio:

    ZHANG Hong-liang(1974-), male, doctoral student, 86-29-82335826, zhlzhl218@yahoo.com.cn

  • Received Date: 2003-01-03
  • Publish Date: 2003-04-25
    Abstract
  • Based on the triaxial test of compacted loess-lime, whose rate of lime weighs to soil is 10%, compactness is 95%, the paper measured the stress and strain relationship curve, volume change curve and lateral change curve of the compacted loess-lime under different surrounding pressure, got the parameters of compacted loess-lime, such as elastic modulus, initiative volume modulus, initiative poission's ratio, peak strength, peak strain, residual strength, etc. Analysis results indicate Duncan-change model does not adopt to the compacted loess-lime, the modified Saenz formula can be used as the constitution equation very well.

     

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