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《Gansu Geology》 2009-01
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MODIFIED CONSOLIDATION GROUTING TEST FOR DAM FOUNDATION ROCK OF TIECHENG HYDROPOWER STATION

GAO De-shu(Second Branch,Gansu Institute of Water Resources and Hydropower Research,Longxi 748000,China)  
The dam foundation of Tiecheng hydropower station consists of granite-gneiss,where developed 2 faults,and 3 sets structural fractures.According to the site characteristics,5 typical test divisions have been designed and consolidation grouting test carried out through 35 holes which were arranged as quincunx pattern.After 14 days from the day while grouting test completed,3 examination holes have been designed for evaluating the effectiveness of grouting test by means of wave velocity test,packer permeability test and rock core analysis.
【CateGory Index】: TV543.5
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 FENG Rui(Anhui Water Engineering Construction and Installation General Company,Hefei 230022,China);On the curtain grouting technology used in the reinforcement project of Fengle Reservoir[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2008-01
2 ZHU Jie,LUO Yi(Yangtze River Apparatus Automation Research Department,Yangtze River ScientificResearch Institute,Wuhan 430010,China);Development and Application of Grouting Data Collection & Analysis & Management System[J];Journal of Yangtze River Scientific Research Institute;2009-08
3 HUANG Xiao-ning~1, YANG Feng~2 (1.Talimu River Valley Authority,Xinjiang 844000,China; 2.China Institute of Water Resources and Hydropower Research,Beijing 100044,China);Experiment Analysis of Curtain Grouting for Seepage Control of Dam Foundation in Laboratory Test[J];Jorunal of Water Resources and Architectural Engingeering;2004-04
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5 Lu Liang1 Li Yonghong1,2 Zhang Jie3(1、China Institute of Geotechnical Investigation & Surveying(shenzhen) Shenzhen 518054,China;2、Department of Geosciences and Environmental Engineering,Central South University Changsha 410083,China;3、Shoujia Consultant Company Shenzhen 518054,China);The Applications in Construction of Reinforce Block-stone Railway Embankment with DTH Drill and Sleeve-valve Tube Grouting[J];Guangdong Architecture Civil Engineering;2009-06
6 ZHANG Ji-chun~1,ZHAO Qin-yong~2 (1.Branch of Beijing Guodaotong Highway Design Institute in Nei Monggol,Hulunbeier 021008,China; 2.College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China);Pump-in test used in the Crack Surveying Work when bridge pier was hit by sheep[J];Journal of Guangxi University(Natural Science Edition);2008-S1
7 CEN Ri-ke(Wuzhou Water Conservancy and Electric Power Design Institute,Wuzhou 543002,China);Reinforcement of buttress flood dike in city zone of Changwu county[J];Guangxi Water Resources & Hydropower Engineering;2007-01
8 FAN Guanghua1,LIU Zhao2(1.Sichuan Hydropower Engineering Bureau,Dujiangyan 611830,Chian;2.Supervision Department of Nuozhadu Hydropower Project,Design Institute of Changjiang Water Resources Commission,Puer 665600,China);Appliaction of shed-pipe and steel-rib support to underground powerhouse excavation[J];Hubei Water Power;2008-04
9 LIU Qin,LI Shu-cai,XUE Yi-guo,ZHANG Qing-song,ZHANG Ning(The Research Center of Geotechnical Engineering,Shandong University,Jinan,250061,China);Comprehensive Treatment Method of Gushing Water and Gushing Mud at F_2 Fault in Over-length Highway Tunnel[J];Journal of Heilongjiang Hydraulic Engineering;2008-03
10 WANG Bin1,LI Yan2(1.China Gezhouba Group No.2 Engineering Co.,Ltd,Yichang 443002;2.Gezhouba Test Co.,Ltd,Yichang 443002);Grouting against Seepage from RCC Dam of Power Station[J];Hongshui River;2009-02
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