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山西西龙池抽水蓄能电站地下厂房围岩位移应力特性及原因分析
引用本文:齐俊修,王连捷,胡五星,孙东生. 山西西龙池抽水蓄能电站地下厂房围岩位移应力特性及原因分析[J]. 岩土力学, 2008, 29(Z1): 26-30
作者姓名:齐俊修  王连捷  胡五星  孙东生
作者单位:1. 中国水电顾问集团北京勘测设计研究院,北京 100024;2. 中国地质科学院地质力学研究所,北京 100029
摘    要:西龙池抽水蓄能电站位于山西省五台县境内,总装机容量为1 200 MW,额定发电水头640 m。地下厂房开挖尺寸(长×宽×高)为149.3 m×23.5 m×49.0 m。厂区岩性为泥质鲕状灰岩、薄层条带状灰岩、薄层石英粉砂岩,近水平产状;厂房轴线与主要断层、裂隙成大角度相交。地下厂房围岩位移、锚杆应力呈明显各向异性特点,且边墙围岩位移平均值为 3.0 mm、锚杆应力平均值为45 MPa,均较小,构成了近水平薄层灰岩、粉砂岩互层岩体内地下厂房围岩位移、应力特点。

关 键 词:地下厂房  围岩监测  围岩位移  锚杆应力  各向异性  
收稿时间:2008-07-25

Analysis of stress and displacement characteristics of surrounding rock of underground powerhouse at Xilongchi pumped storage power station
QI Jun-xiu,WANG Lian-jie,HU Wu-xing,SUN Dong-sheng. Analysis of stress and displacement characteristics of surrounding rock of underground powerhouse at Xilongchi pumped storage power station[J]. Rock and Soil Mechanics, 2008, 29(Z1): 26-30
Authors:QI Jun-xiu  WANG Lian-jie  HU Wu-xing  SUN Dong-sheng
Affiliation:1. Beijing Hydropower Investigation, Design & Research Institute, CHECC, Beijing 100024, China; 2. Institute of Geomechanics, China Academy of Geology Sciences, Beijing 100029, China
Abstract:The Xilongchi pumped storage power station,located in Wutai county,Shanxi province,has total installed capacity of 1 200 MW with a rated generating head of 640 m.The three dimensions of its powerhouse are 149.3 m,23.5 m and 49.0 m.The strata in the powerhouse area are composed of argillaceous oolitic limestone,thin banded limestone and thin quartz siltstone with almost horizontal occurrence.The axis of the powerhouse intersects the main faults and fissures with large angles.Displacement and anchor bar stres...
Keywords:underground powerhouse  surrounding rock monitoring  surrounding rock displacement  anchor bar stress  anisotropy  
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