原状土与冻融土物理力学性能差异性研究

杨平

南京林业大学学报(自然科学版) ›› 2001, Vol. 25 ›› Issue (02) : 68-70.

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南京林业大学学报(自然科学版) ›› 2001, Vol. 25 ›› Issue (02) : 68-70. DOI: 10.3969/j.jssn.1000-2006.2001.02.017
研究论文

原状土与冻融土物理力学性能差异性研究

  • 杨平
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Study on the Difference of Physical and Mechanical Properties Between Original and Thawing Soil

  • YANG Ping
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摘要

<正>研究了原状上与冻融土的密度、于密度、含水量、饱和度、孔隙比、塑限、液限、塑性指数、液性指数、渗透系数等物理指标,以及抗剪强度、无侧限抗压强度、压缩模量等力学指标的差异性,并讨论了这些差异对工程设计的影响。

Abstract

Based on the experiments, this paper deals with the differences of density, dry density, moisture content, saturation degree, hole ratio, plastic limit, liquid limit, plastic index, liquid index, permeability coefficient and the differences of shear strength, unconfined compression strength, compressibility between original and thawing soil. The effect of differences on engineering are also discussed.

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杨平. 原状土与冻融土物理力学性能差异性研究[J]. 南京林业大学学报(自然科学版). 2001, 25(02): 68-70 https://doi.org/10.3969/j.jssn.1000-2006.2001.02.017
YANG Ping. Study on the Difference of Physical and Mechanical Properties Between Original and Thawing Soil[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2001, 25(02): 68-70 https://doi.org/10.3969/j.jssn.1000-2006.2001.02.017
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