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《Shanxi Architecture》 2006-01
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The study of pullout testing of prestressed cables in a rock slope

SHI Qing-hua SONG Xian-ling  
Through the pullout testing of 16 mlong and 600 kNprestressed cables at the beginning of a high and dangerous slope stabilizationworks,detailed analyses are carried out to the pullout testing process of prestressed cables and the relevant design parameters are also verifiedand adjusted.After the adjustification,18 mlong prestressed cables are adoptedin the design.
【CateGory Index】: TU43
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【Secondary References】
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1 DAI Peng-fei1,2,CHEN Wen-wu1,2(1.Key Laboratory of Western Disaster and Environmental Mechanics,Ministry of Education,Lanzhou Gansu 730000,China;2.College of Civil Engineering and Mechanics,Lanzhou University,Lanzhou Gansu 730000,China);Soil Engineering Properties of Ming Dynasty Great Wall Ruins in Huangzhong County,Qinghai Province[J];Journal of Glaciology and Geocryology;2011-04
2 WU Ya-bin YAO Meng TAO Ying;Anchoring technology in the slope reinforcement[J];Shanxi Architecture;2008-21
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