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董云, 柴贺军. 土石混合料室内大型直剪试验的改进研究[J]. 岩土工程学报, 2005, 27(11): 94-98.
引用本文: 董云, 柴贺军. 土石混合料室内大型直剪试验的改进研究[J]. 岩土工程学报, 2005, 27(11): 94-98.
DONG Yun, CHAI Hejun. Improvement study of lab large-scale direct shear test of rock-soil aggregate mixture[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 94-98.
Citation: DONG Yun, CHAI Hejun. Improvement study of lab large-scale direct shear test of rock-soil aggregate mixture[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 94-98.

土石混合料室内大型直剪试验的改进研究

Improvement study of lab large-scale direct shear test of rock-soil aggregate mixture

  • 摘要: 随着土石混合料越来越广泛地被道路、堤坝、基础等工程采用,快速、准确地确定其抗剪强度指标显得越来越重要,室内大型直剪试验具有操作简单,可快速测定混合料的强度指标等特点,因而在工程中被广泛应用。但由于大型直剪仪自身结构及性能存在许多问题,使直剪试验及结果与其试验原理的应用条件及混合料的实际强度具有一定的偏差。本文对室内大型直剪试验进行了改进,研发了新型的土石混合料室内大型直剪试验系统,克服了常规直剪仪存在的主要问题,使得试验结果更精确、可靠,试验分析更完善。

     

    Abstract: It is more and more important to determine the shear strength of rock-soil aggregate mixture quickly and accuratly while the mixture is widely used in roadbeds,dykes,dams and foundations.Lab large-scale direct shear tests are broadly adopted in engineering due to their obvious advantage,even though the test principle is slightly departure from the Mohr-Coulomb law.To avoid this problem,the authors improved the equipment of lab large-scale direct shear tests and developed a special new one which overcame the disadvantages of normal equipment,made the result more accurate and could be used to analyze the shear surface and dilatability of the mixture.

     

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