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作者:

Peng, Hongtao (Peng, Hongtao.) | Guo, Liang (Guo, Liang.) | Peng, Yijiang (Peng, Yijiang.) (学者:彭一江)

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摘要:

The fractal properties of four types of soils were investigated with a calculation method of soil granule fineness fractal dimension on the basis of accumulative mass distribution of soil particle and experimental results. The results show that coarse sandy soil, fine sandy soil, very fine sandy soil and coarse sandy soil stabilized by Perma-Zyme are with higher unconfined compression strength than those without Perma-Zyme, under air drying condition. In the study scale of per kg soil with 0.015 ml~0.045 ml Perma-Zyme, increased the added volume of Perma zyme, 7d and 28d unconfined compression strength also increased but got increasing slowly. The 7d and 28d unconfined compressive strength regression models were chosen and analyzed based on experimental data. It was found that the soil granule fineness fractal dimension had more effect on 7d and 28d unconfined compression strength than the volume of Perma-Zyme by the 3D plots of equations. 7d and 28d unconfined compression strength increased as soil granule fineness fractal dimension increased from 2.2466 to 2.5031. The tendency of increation is nonlinear and has 3 sections (increasing, fluctuating, increasing sharply).

关键词:

Compressive strength Fractal dimension Granulation Regression analysis Sand Soils

作者机构:

  • [ 1 ] [Peng, Hongtao]China Agricultural University, Beijing 100083, China
  • [ 2 ] [Guo, Liang]Dalian High-Tech. Industrial Zone Social Affair Management Bureau, Dalian 116025, China
  • [ 3 ] [Peng, Yijiang]Beijing University of Technology, Beijing 100124, China

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来源 :

China Civil Engineering Journal

ISSN: 1000-131X

年份: 2010

期: SUPPL. 1

卷: 43

页码: 588-592

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