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首页> 外文期刊>Tunnelling and underground space technology >Cavern roof stability- mechanism of arching and stabilization by rockbolting
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Cavern roof stability- mechanism of arching and stabilization by rockbolting

机译:洞室顶棚稳定性-锚固加固的拱形和稳定机制

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摘要

For stabilizing of rock cavern roof arches, tensioned rockbolts should be used with caution since they may have a negative influence on the stability of the arch. A proper design of rockbolts should therefore be based on a clear understanding of both the features of rockbolt reinforcement and the mechanism of the rock roof arch structure. For this purpose the mechanism of a rock cavern roof arch is studied and effects of different types of rockbolts are evaluated. Numerical modeling of rockbolt support of the Xiaolangdi powerhouse cavern as well as application of arching theory are carried out with the objective to study the effects of full grouted rockbolts and tensioned cable anchors in reinforcing the cavern roof and wall, and on the forming of the roof arch.
机译:为了稳定岩洞顶拱,应谨慎使用张紧的岩栓,因为它们可能会对拱的稳定性产生负面影响。因此,应根据对锚杆加固的特征和岩顶拱结构的机理有清晰的了解,对锚杆进行适当的设计。为此,研究了岩洞顶拱的机理,并评估了不同类型的锚杆的作用。进行小浪底电站洞室岩壁支护的数值模拟以及拱形理论的应用,目的是研究全注浆岩壁锚杆和张紧的锚索对洞室顶板和墙体的加固以及顶板形成的影响。拱。

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