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Shanxi Architecture. 2010, (36)

Study of cutting slope and unloading scheme for No.1 loose rock mass in the right bank of Yagen hydropower stationChinese Full Text

HUANG Yi-sheng

Abstract: Through studying the qeological conditions of loose body and ship model,the water and earthquake condition at the same time is used to confirm the cutting slope and unloading scheme for No.1 loose rock mass in the right bank of Yagen hydropower station.It shows the excavation platform height for No.1 loose rock mass is 2 565 m and the prestressed anchor support scheme is the best choice for the excavation slope.
Keywords：

loose rock mass; earthquake effect; cutting slope and unloading; hydropower station;

  • DOI：

    10.13719/j.cnki.cn14-1279/tu.2010.36.073

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  • Classification Code：

    TV223

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