4.6 Article

Management of rock bursts during excavation of the deep tunnels in Jinping II Hydropower Station

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Publisher

SPRINGER HEIDELBERG
DOI: 10.1007/s10064-010-0266-2

Keywords

Jinping II Hydropower Station; Deep-lying tunnel; High in situ stress breakage

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Rock mass breakage induced by high in situ stresses during excavation of deep tunnels is one of the key problems in the construction of the Jinping II Hydropower Station. It is not only a threat to the safety of workers, but also seriously affects the construction process. This paper discusses where the rock bursts occur, how they occur and how to reduce their effect.

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