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风化泥质砂岩地层隧道结构安全性研究
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作者 孙立成 何娅兰 徐海岩 《北方交通》 2023年第11期84-87,共4页
泥质砂岩地层隧道在遇水条件下易产生垮塌的灾变现象。为探明不同风化程度下的泥质砂岩地层隧道结构安全性并有效控制围岩稳定,通过室内试验和地勘资料得到弱风化、中风化和强风化泥质砂岩的物理力学参数,弱风化、中风化和强风化下的泥... 泥质砂岩地层隧道在遇水条件下易产生垮塌的灾变现象。为探明不同风化程度下的泥质砂岩地层隧道结构安全性并有效控制围岩稳定,通过室内试验和地勘资料得到弱风化、中风化和强风化泥质砂岩的物理力学参数,弱风化、中风化和强风化下的泥质砂岩地层隧道初期支护最大压应力分别为8.14MPa、10.83MPa、14.26MPa,为支护结构极限承载力的33.6%、44.8%、58.9%,满足安全性要求。基于数值模拟对不同风化程度下的结构受力和变形差异进行量化,最后提出富水泥质砂岩的围岩稳定控制技术并通过现场监测验证支护措施的有效性。研究结果表明:不同风化程度下的结构受力和变形均满足控制要求,采取控制措施后,支护结构在第47d基本能保持稳定和安全状态。 展开更多
关键词 风化泥质砂 隧道工程 结构安全性 围岩稳定控制技术
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Failure mechanism and stability control technology of rock surrounding a roadway in complex stress conditions 被引量:8
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作者 Yu Yang Bai Jianbiao +3 位作者 Chen Ke Wang Xiangyu Xiao Tongqiang Chen Yong 《Mining Science and Technology》 EI CAS 2011年第3期301-306,共6页
To solve the problem of supporting three downhill coal structures in the Yongan Coal Mine of Shanxi Jincheng, we studied the regular development of stress and plastic zones and characteristics of deformation of rock s... To solve the problem of supporting three downhill coal structures in the Yongan Coal Mine of Shanxi Jincheng, we studied the regular development of stress and plastic zones and characteristics of deformation of rock surrounding roadway groups after a period of roadway driving, mining one side as well as mining both sides, we used FLAC 3D for our numerical and theoretical analyses. Field test were carried out, where we revealed the deformation mechanism of roadways and its coal pillars in complex stress conditions. We proposed a roadway stability control technology using backwall grouting with high-water rapid hardening material and combined support with bolt and cable anchoring after mining both sides. Our field practices showed that deformation of rock surrounding roadways can be controlled with this technology. 展开更多
关键词 Both sides miningNumerical simulation FLAC3D Grouting reinforcementSupport parameters
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