“…The sudden water gushing or instability of surrouding rock of the chunnel will bring about the irreparable consequences. So the construction of those poor geographic sections usually adopt reinforcement in advance to the surrounding rock, but because of the difficulty of making sure the slurry diffusion range during the process of pro-grouting at the present, the complex geological situation when grouting, the difficulty of selecting the calculation of parameters and etc, we can't get reasonable calculation result and further lead to the uncertainty of some grouting programs [1] . This article will calculate the grouting diffusion radius in terms of the poor geological sections with the background of pro-grouting program of Jiaozhou Bay of Qingdao.…”
To conduct pro-grouting design and make the prediction of the result of grouting about the chunnel that passes through fractured rock mass, the essay adopts following theoretical formula to calculate the fractured rock mass grouting diffusion radius: Wittke and Wallner Formula、Lombadi Formula and Huang Chunhua Formula. Finally through the analysis of calculation results can conclude: (I) The diffusion radius of the slurry can meet the design requirements under the condition of 3-4 Mpa designed grouting pressure、5 cm grouting holes’ radius and 1800-3600s grouting time. (II) The calculation result of Huang Chunhua Formula is almost the same as Wittke and Wallner Formula and Lombadi Formula, but the margin of grouting diffusion radius’ change as grouting time and grouting pressure growing are different, it’s more close to the real situation.(III) The calculation of these theoretical formula only consider the breadth of fractured rock without considering the variation of its thickness and direction. So all of the calculation results of these formula are generally bigger than the standard.
“…The sudden water gushing or instability of surrouding rock of the chunnel will bring about the irreparable consequences. So the construction of those poor geographic sections usually adopt reinforcement in advance to the surrounding rock, but because of the difficulty of making sure the slurry diffusion range during the process of pro-grouting at the present, the complex geological situation when grouting, the difficulty of selecting the calculation of parameters and etc, we can't get reasonable calculation result and further lead to the uncertainty of some grouting programs [1] . This article will calculate the grouting diffusion radius in terms of the poor geological sections with the background of pro-grouting program of Jiaozhou Bay of Qingdao.…”
To conduct pro-grouting design and make the prediction of the result of grouting about the chunnel that passes through fractured rock mass, the essay adopts following theoretical formula to calculate the fractured rock mass grouting diffusion radius: Wittke and Wallner Formula、Lombadi Formula and Huang Chunhua Formula. Finally through the analysis of calculation results can conclude: (I) The diffusion radius of the slurry can meet the design requirements under the condition of 3-4 Mpa designed grouting pressure、5 cm grouting holes’ radius and 1800-3600s grouting time. (II) The calculation result of Huang Chunhua Formula is almost the same as Wittke and Wallner Formula and Lombadi Formula, but the margin of grouting diffusion radius’ change as grouting time and grouting pressure growing are different, it’s more close to the real situation.(III) The calculation of these theoretical formula only consider the breadth of fractured rock without considering the variation of its thickness and direction. So all of the calculation results of these formula are generally bigger than the standard.
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