土压平衡隧道施工中最佳土壤条件的计算(案例研究:Ahwaz地铁1号线项目)

IF 1.1 Q3 MINING & MINERAL PROCESSING
H. Masoumi, A. Abdollahipour, Kh. Baghernia
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引用次数: 0

摘要

土压平衡式隧道掘进机中最佳土体调节参数的确定对获得最佳推进力和推进速度具有重要意义。以阿瓦士地铁1号线粉粘土(CL-ML)为研究对象,寻找不同含水率和不同发泡剂对滑塌的调理参数。所得结果是对不同土壤条件和含水量条件下各参数的定量比较。因此,试验结果可用于确定特殊土壤条件下最经济、最技术的调节参数。泡沫膨胀比(FER)、泡沫注入比(FIR)、表面活性剂与体积的百分比比(Cf)和泡沫成本(基于土壤调节生产成本)的最佳用量分别为10、157%、2.07、248单位。在掘进机上分两阶段对140个环的开挖过程进行了土壤调节试验。这降低了土壤调节成本,推进速度提高了近40%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Calculation of Optimum Soil Conditioning in EPB Tunneling (Case Study: Ahwaz Metro Project, Line 1)
Determination of the optimum soil conditioning parameters in the earth pressure balance-tunnel boring machines (EPB-TBMs) plays an important role in reaching an optimum thrust force and advance speed. Silty-clay (CL-ML) in line 1 of the Ahwaz metro project is used in order to find the conditioning parameters of slumps with different water contents and foam agents. The results obtained are a quantitative comparison between the parameters with different soil conditioning and water contents. Hence, the test results can be used to determine the most economical and technical conditioning parameters for a special condition of soil. The optimum quantity of foam expansion ratio (FER), foam injection ratio (FIR), percent ratio between the surfactant agent and the water volume (Cf), and cost for foam in this soil (based on the soil conditioning production cost) are 10, 157%, 2.07, 248 units, respectively. Soil conditioning with the optimum parameters obtained are tested in a TBM in two stages during excavation of 140 rings. This results in a lower soil conditioning cost and almost 40% higher advance speed.
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来源期刊
Journal of Mining and Environment
Journal of Mining and Environment MINING & MINERAL PROCESSING-
CiteScore
1.90
自引率
25.00%
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0
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