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马芹永, 蔡美峰. 人工冻结黏土可钻性试验与分析[J]. 岩土工程学报, 2003, 25(5): 634-637.
引用本文: 马芹永, 蔡美峰. 人工冻结黏土可钻性试验与分析[J]. 岩土工程学报, 2003, 25(5): 634-637.
MA Qinyong, CAI Meifeng. Experiment and analysis on drillability of artificially frozen clay[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 634-637.
Citation: MA Qinyong, CAI Meifeng. Experiment and analysis on drillability of artificially frozen clay[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 634-637.

人工冻结黏土可钻性试验与分析

Experiment and analysis on drillability of artificially frozen clay

  • 摘要: 以冻结黏土为试样土质,进行了-3,-5,-7,-10,-12,-15,-17,-19℃等温度的可钻性试验,测定了冻土的凿碎比功,对试验结果进行回归分析,较好地建立了冻土可钻性、凿入深度与温度的关系。试验表明,凿入深度随着温度的降低而减小,凿碎比功随着温度的降低而逐渐增大,在同一温度下凿碎比功在开始钻进10周增加较大,后10周增加不大,说明随着温度的降低,冻结黏土的硬度越来越大,钻进深度越来越浅,钻进程度越来越难,抵抗钻具的能力越来越强。

     

    Abstract: Specific chiseling work of the frozen clay are conducted at different temperature of -3,-5,-7,-10,-12,-15,-17 and -19℃. The relations between specific chiseling work, chiseling depth and temperature have been regressively formulated. The experiment indicates that the drilling depth will gradually increase with the decrease of temperature. At the same temperature the specific chiseling work quickly increases at the first ten cycles, and the increase becomes slow at the last ten cycles. With the decrease of temperature the frozen soil becomes harder,and the chiseling depth is shallower,i.e. the drilling is more difficult,and the drillability is stronger.

     

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