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陈相震, 汪志明. 鲁布格水电站引水隧洞围岩变形分析[J]. 岩土工程学报, 1985, 7(5): 59-65.
引用本文: 陈相震, 汪志明. 鲁布格水电站引水隧洞围岩变形分析[J]. 岩土工程学报, 1985, 7(5): 59-65.
Chen Xiangzhen, Wang Zhiming. Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(5): 59-65.
Citation: Chen Xiangzhen, Wang Zhiming. Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station[J]. Chinese Journal of Geotechnical Engineering, 1985, 7(5): 59-65.

鲁布格水电站引水隧洞围岩变形分析

Deformation Analysis of Surrounding Rock on Diversion Tunnel in Lubuge Hydraulic Power Station

  • 摘要: 本文扼要地介绍了我院自己研制的KDY-130型钻孔多点位移计及有关设备;重点论述了该仪器在鲁布格水电站引水隧洞围岩变形观测中的实际情况,证明了位移计具有性能稳定、灵敏度高、可以遥测和抗震性能好等优点;该位移计可用来观测围岩变形随深度的变化、围岩流变以及隧洞开挖掘进工作面的空间效应等。通过试验资料整理分析,找到了围岩变形的某些规律性,并与国内外同类资料和理论分析作了对比,初步论证了成果的可靠性。

     

    Abstract: A KDY-130 borehole multi-extensometer developed recently was briefly introduced; and its application on measuring the deformation of surrounding rock of diversion tunnel in Lubuge Hydraulic Power Station is described. It is proved that the ex-tensometer has advantages in its reliability, high sensitivity, anti-vibration and remote measuring; the apparatus can be used for determining the changes of the deformation with the depths and rheology properties of surrounding rocks as well as the space effects of excavation working faces of tunnels.By analyzing the data measured, the deformation bahavior of surrounding rock has been found out, after comparing them with those in literatures and with some theo retical results the reliability of the testing results has been examined.

     

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