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白垩系弱胶结砂岩TBM掘进刃宽参数研究

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TBM刀盘滚刀的机械参数是影响扰动围岩裂纹扩展的主要因素之一.为了揭露白垩系砂岩的内部结构,探明破岩机理,针对中国西部某隧道工程,开展白垩系砂岩微观结构XRD试验、SEM试验、偏光显微镜试验.选择不同刃宽滚刀,采用PFC2D数值模拟贯入试验,用Fish语言提取裂纹特征、贯入力幅值变化、裂纹数量及胶结破坏比能耗进行比较分析,探究裂纹形成机理与破岩效率.结果表明:弱胶结砂岩石英和长石矿物磨圆度低,分选性差,胶结物少,胶结物松散,微孔隙多,而这些特征所形成的岩石微结构恰好构成了裂纹扩展的通道;同等贯入度工况下,刃宽 12 mm呈现出诸多优势,此时水平裂纹最接近自由面,使得破岩过程更加高效;大岩块最为突出,表明破岩效果显著,中间裂纹最少,减少了能量的不必要损耗,破岩能量利用最为有效;白垩系弱胶结砂岩掘进选择刃宽 12 mm较为合理,这是由于刃宽超过 12 mm后破岩机理发生改变,由拉剪破坏转向压剪破坏,破岩力大幅增加,比能耗上升,破岩效率下降.本研究结果符合相关理论模型,并在中国西部某隧道工程得以成功验证.
TBM Cutting Edge Width Parameters for Excavation in Weakly Cemented Cretaceous Sandstone
The mechanical parameters of TBM cutter head hob are one of the main factors affecting the disturbing surrounding rock crack propagation.To reveal the internal structure of Cretaceous sandstone and explore the rock-breaking mechanism,the XRD test,SEM test and polarizing microscope test for a tunnel project in western China were carried out on the Cretaceous sandstone microstructure.PFC2D numerical simulation test was carried out by selecting the hobs with different edge widths.The crack characteristics,penetration force amplitude variation,cracks number,and specific energy consumption of cementation failure were compared and analyzed with Fish language to explore the crack formation mechanism and rock-breaking efficiency.The result indicates that the crack propagation channels of weakly cemented sandstone and feldspar minerals are characterized by the low roundness,poor sorting,little cement,loose cement,and many micro pores.Under the condition of same penetration degree,12 mm edge width offers numerous advantages.The horizontal crack is the closest to the free plane,making the rock-breaking process more efficient.The large rock block is the most prominent,indicating the significant rock-breaking effect.The middle crack is the least,reducing the unnecessary energy consumption,and the rock-breaking energy is the most effective.It is reasonable to select 12 mm edge width for excavation in Cretaceous weakly cemented sandstone.Because the rock-breaking mechanism changes when the edge width exceeds 12 mm,the rock-breaking force increases greatly,the specific energy consumption increases,and the rock-breaking efficiency decreases.The study result is consistent with the relevant theoretical model.It has been successfully verified in a tunnel project in western China.

tunnel engineeringrock-breaking mechanismnumerical simulationCretaceous sandstonecrack propagationcutting edge width

杨青、荣传新、黎明镜、王晓健

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安徽理工大学 土木建筑学院,安徽 淮南 232001

滁州学院 土木与建筑工程学院,安徽 滁州 239000

安徽理工大学 矿山地下工程教育部工程研究中心,安徽 淮南 232001

深部煤矿采动响应与灾害防控国家重点实验室,安徽 淮南 232001

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隧道工程 破岩机理 数值模拟 白垩系砂岩 裂纹扩展 滚刀刃宽

2024

公路交通科技
交通运输部公路科学研究院

公路交通科技

CSTPCD北大核心
影响因子:1.007
ISSN:1002-0268
年,卷(期):2024.41(12)