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考虑时间效应的深埋小净距隧道围岩压力分析 被引量:4
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作者 卢晓颖 《公路交通科技》 CAS CSCD 北大核心 2021年第10期100-106,143,共8页
囿于地形地貌、地质条件、选线要求等条件的限制,公路工程中常采用小净距形式的隧道,小净距隧道围岩压力是其复合式衬砌结构设计中的关键问题,但目前关于小净距隧道初支与二衬围岩压力分布及其随时间变化规律的相关研究仍较为稀缺。以... 囿于地形地貌、地质条件、选线要求等条件的限制,公路工程中常采用小净距形式的隧道,小净距隧道围岩压力是其复合式衬砌结构设计中的关键问题,但目前关于小净距隧道初支与二衬围岩压力分布及其随时间变化规律的相关研究仍较为稀缺。以龙兴岭隧道为背景,在FLAC3D平台上对4洞小净距隧道的开挖支护过程展开了细致的数值模拟,重点关注了作用在初支与二衬上的围岩压力分布。进一步考虑围岩蠕变效应,探讨了小净距隧道复合式衬砌支护结构的围岩压力及其初支/二衬荷载分担比随时间的变化规律,并与现场监测结果相互验证。结果表明:复合式衬砌支护结构围岩压力总体上关于设计中线近似呈对称分布,小净距隧道主洞(后行洞)开挖扰动引起辅洞(先行洞)二衬上围岩压力略微增大;围岩蠕变作用下,初支围岩压力随时间呈下降趋势,二衬围岩压力随时间呈上升趋势,但二者之和基本保持不变;蠕变稳定后,主洞上台阶部分(拱顶至拱腰)的二衬荷载分担比约为25%~45%,主洞下台阶部分(仰拱至边墙)的二衬荷载分担比约为20%~35%。研究成果可为小净距隧道复合式衬砌结构的设计施工及后期运维提供参考依据。 展开更多
关键词 隧道工程 压力时间效应 数值模拟 小净距隧道 围岩压力分布 初支/二衬荷载分担比
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大断面浅埋黄土隧道锚杆轴力差异分析 被引量:3
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作者 宿钟鸣 孙志杰 王晓峰 《重庆交通大学学报(自然科学版)》 CAS 北大核心 2012年第4期769-771,共3页
以郑西铁路客运专线上的贺家庄隧道为例,研究了大断面黄土隧道中系统锚杆的受力状况,得出了拱部和边墙锚杆的受力特点,从径向位移的衰减规律和围岩压力分布形式两个角度分析了系统锚杆受力差异较大的原因,相关研究结论对黄土隧道的设计... 以郑西铁路客运专线上的贺家庄隧道为例,研究了大断面黄土隧道中系统锚杆的受力状况,得出了拱部和边墙锚杆的受力特点,从径向位移的衰减规律和围岩压力分布形式两个角度分析了系统锚杆受力差异较大的原因,相关研究结论对黄土隧道的设计和施工具有参考价值和指导意义。 展开更多
关键词 大断面黄土隧道 系统锚杆 径向位移衰减 围岩压力分布
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Permeability and pressure distribution characteristics of the roadway surrounding rock in the damaged zone of an excavation 被引量:7
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作者 Xue Yi Gao Feng +1 位作者 Liu Xingguang Liang Xin 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2017年第2期211-219,共9页
Research on the permeability and pressure distribution characteristics of the roadway surrounding rock in the excavation damaged zone(EDZ) is beneficial for the development of gas control technology. In this study, an... Research on the permeability and pressure distribution characteristics of the roadway surrounding rock in the excavation damaged zone(EDZ) is beneficial for the development of gas control technology. In this study, analytical solutions of stress and strain of the roadway surrounding rock were obtained, in which the creep deformation and strain softening were considered. Using the MTS815 rock mechanics testing system and a gas permeability testing system, permeability tests were conducted in the complete stress-strain process, and the evolution characteristics of permeability and strain were studied over the whole loading process. Based on the analytical solutions of stress and strain and the governing equation of gas seepage flow, this paper proposes a hydro-mechanical(HM) model, which considers three different zones around the roadway. Then the gas flow process in the roadway surrounding rock in three different zones was simulated according to the engineering geological conditions, thus obtaining the permeability and pressure distribution characteristics of the roadway surrounding rock in three different zones. These results show that the surrounding rock around the roadway can be divided into four regions-the full flow zone(FFZ), flow-shielding zone(FSZ), transitive flow zone(TFZ), and in-situ rock flow zone(IRFZ). These results could provide theoretical guidance for the improvement of gas extraction and gas control technology. 展开更多
关键词 Roadway Excavation damaged zone Viscoelastic-plastic analysis Gas flow model Permeability
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Numerical simulation and experimental research of surrounding rock deformation of floor roadway under short-distance coal seam group combined mining 被引量:2
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作者 LIAN Zhen-shan WANG Ji-ren HAO Chao-yu 《Journal of Coal Science & Engineering(China)》 2010年第3期230-234,共5页
According to the influence of the combination of short-distance coal seam group on mining roadway, using numerical simulation software FLAG2D to draw the abutment pressure distribution ahead the working face and the a... According to the influence of the combination of short-distance coal seam group on mining roadway, using numerical simulation software FLAG2D to draw the abutment pressure distribution ahead the working face and the area of influence in fully-mechanized mining conditions, the variation rules of surrounding rock supporting pressure of floor roadway and the deformation rules were summarized. GYS-300 anchor dynamometer was used to measure the roadway surface displacement, and the conclusions of numerical simulation were verified. 展开更多
关键词 short-distance coal seam group abutment pressure numerical simulation distortion rules of roadway FLAC2D
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