1. 郑州大学 水利与土木工程学院,河南,郑州,450001
2. 中国铁建水下隧道工程实验室,山东,济南,250101
3. 中铁隧道局集团 盾构及掘进技术国家重点实验室,河南,郑州,450001
4. 黄河勘测规划设计研究院有限公司,河南,郑州,450003
网络首发:2023-04-29,
纸质出版:2023
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闫长斌, 李高留, 陈健, 等. 基于新表面理论的TBM破岩效率评价指标[J]. 岩土力学, 2023,44(4):1153-1164.
YAN Chang-bin, LI Gao-liu, CHEN Jian, et al. A novel evaluation index of TBM rock-breaking efficiency based on newly added surfaces theory[J]. 2023, 44(4): 1153-1164.
闫长斌, 李高留, 陈健, 等. 基于新表面理论的TBM破岩效率评价指标[J]. 岩土力学, 2023,44(4):1153-1164. DOI: 10.16285/j.rsm.2022.0634.
YAN Chang-bin, LI Gao-liu, CHEN Jian, et al. A novel evaluation index of TBM rock-breaking efficiency based on newly added surfaces theory[J]. 2023, 44(4): 1153-1164. DOI: 10.16285/j.rsm.2022.0634.
岩碴是岩−机作用的直接产物,也是评价隧道掘进机(TBM)破岩效率和优化TBM掘进参数的有效指标。依托兰州水源地建设工程和龙岩万安溪引水工程,开展不同岩性条件下TBM岩碴筛分试验,得到了岩碴粒径分布规律。基于新表面理论,从滚刀破岩能量转化角度出发,提出了一种新的TBM破岩效率评价指标。基于岩碴粒径分布规律和TBM掘进参数统计,探讨了新表面理论指标与比能、岩碴粗糙度指数之间的关系,指出了新表面理论指标在反映岩碴破碎程度和评价TBM破岩效率方面的优势。对新表面理论指标与TBM掘进推力以及刀间距s与贯入度p的比值进行回归分析,得到了硬岩(围岩等级为Ⅱ级)和软岩(围岩等级为III级)掘进条件下的TBM最优掘进推力和s/p取值区间。研究表明:(1)新表面理论指标符合岩石破碎学原理,可准确评价TBM破岩效率。岩碴越是破碎,新表面理论指标越大,掘进能耗越高,此时TBM破岩效率相对较低。(2)新表面理论指标与比能、岩碴粗糙度指数均具有良好的线性相关关系。岩碴越是破碎,破碎单位体积岩石的能量消耗越大,新表面理论指标越大,对应的粗糙度指数越小。软岩掘进条件下TBM掘进比能低于硬岩,而岩碴破碎程度高于硬岩。(3)新表面理论指标随着TBM掘进推力和s/p的增加先减小后增大,在硬岩和软岩条件下,当TBM最优掘进推力区间和s/p区间分别为7 400~7 700 kN、13.9~14.4和1 000~1 500 kN、8.0~8.5时,新表面理论指标较小,TBM破岩效率较高。
Rock chips are the direct product of rock-machine interaction
and are also often used to evaluate tunnel boring machine (TBM) rock breaking efficiency and optimize TBM tunneling parameters. In-situ sieve tests of rock chips for different lithologies were conducted based on Lanzhou water source construction project and Longyan Wan’anxi water diversion project. The particle size distribution was obtained. From the perspective of energy conversion of disc cutter rock-breaking
a novel evaluation index of TBM rock-breaking efficiency based on newly added surfaces theory was proposed. Based on the particle size distribution and the statistics of TBM tunneling parameters
the correlations among the index of newly added surfaces theory
specific energy and coarseness index were investigated. The advantages of the index of newly added surfaces theory in reflecting the fragmentation degree of rock chips and accurately evaluating the rock-breaking efficiency of TBM were clarified. The regression analysis was carried out to examine the correlation between the newly added surfaces theory index and TBM tunneling thrust
the ratio of disc cutter spacing to penetration (s/p)
the optimal tunneling thrust force and s/p value range of TBM under the conditions of hard rock (grade II surrounding rock) and soft rock (grade III surrounding rock) were obtained respectively. The research results showed that the index of newly added surfaces theory not only conformed to the principle of rock fragmentation
but also evaluated the rock-breaking efficiency of TBM accurately. The more broken the rock chips
the larger the index of newly added surfaces theory
and the higher energy consumption of the TBM. At this time
the rock breaking efficiency of TBM is relatively low. The index of newly added surfaces theory has a good linear correlation with specific energy and coarseness index. The more broken the rock chips
the more energy consumption of the TBM. The larger the index of newly added surfaces theory
the smaller the coarseness index. Under the condition of soft rock
the specific energy of TBM tunneling is lower than that of hard rock
however
the fragmentation degree of rock chips is higher than that of hard rock. The index of newly added surfaces theory decreases first and then increases with the rise of tunneling thrust and s/p. Under the conditions of hard rock and soft rock
when the optimal tunneling thrust interval and s/p interval of TBM are 7 400−7 700 kN
13.9−14.4 and 1 000−1 500 kN
8.0−8.5 respectively
the index of newly added surfaces theory is small and the rock breaking efficiency of TBM is high.
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