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谢定松, 蔡红, 魏迎奇, 李维朝. 粗粒土渗透试验缩尺原则与方法探讨[J]. 岩土工程学报, 2015, 37(2): 369-373. DOI: 10.11779/CJGE201502023
引用本文: 谢定松, 蔡红, 魏迎奇, 李维朝. 粗粒土渗透试验缩尺原则与方法探讨[J]. 岩土工程学报, 2015, 37(2): 369-373. DOI: 10.11779/CJGE201502023
XIE Ding-song, CAI Hong, WEI Ying-qi, LI Wei-chao. Scaling principle and method in seepage tests on coarse materials[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 369-373. DOI: 10.11779/CJGE201502023
Citation: XIE Ding-song, CAI Hong, WEI Ying-qi, LI Wei-chao. Scaling principle and method in seepage tests on coarse materials[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(2): 369-373. DOI: 10.11779/CJGE201502023

粗粒土渗透试验缩尺原则与方法探讨

Scaling principle and method in seepage tests on coarse materials

  • 摘要: 试验规程规范对渗透试验的超粒径缩尺方法没有明确规定。探讨渗透试验超粒径缩尺方法具有现实意义。通过室内试验,揭示了粗粒料不同缩尺方法对渗透试验结果的影响,提高试验成果的合理性。试验结果表明:相似级配法常用于力学强度试验,但不适用于渗透试验;等量替代法只是用中间粒径替代了超粒径部分,建议渗透试验缩尺时能尽量保持30%~40%细粒含量不变,以减少细粒含量变化对渗透系数的影响。

     

    Abstract: China's code for seepage tests does not specify the scaling method for oversize treatment, and this problem will disturb testers. The discussion of scaling method for the oversize treatment is of practical significance. The impact of scaling method for the oversize treatment of the results of seepage tests is revealed through laboratory experiments so as to improve the rationality of the test results. The results show that the similar grading method is commonly used in the mechanical strength tests, but not suitable for seepage tests. The equivalent alternative method is only used in the situation that the middle size substitutes the oversize portion. It is suggested that the oversize treatment of seepage tests should keep 30%~40% of fine content unchanged in order to reduce the impact of changes of the fine content on permeability coefficient.

     

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