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《Chinese Journal of Rock Mechanics and Engineering》 2004-17
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STUDY ON FAILURE CHARACTERISTICS AND ULTIMATE PULLOUT FORCE OF PRESTRESSED CABLE

He Siming, Wang Chenghua(Chengdu Institute of Mountain Harzards and Environment, The Chinese Academy of Sciences and Ministry and Ministry of Water Conservancy, Chengdu 610041 China)  
Based on testing data, a biparametric equation is presented to depict the rupture shape of prestressed cable. According to the ultimate equilibrium principle and Hock-Brown criterion, the ultimate pullout force of prestressed cable is studied and a ultimate-value principle is suggested. A calculation example is given. The results show that the ultimate pullout force is related to the rupture shape of prestressed cable, rock type, unconfined compressive strength of rock, weathering degree, grouting material and grouting pressure, etc. At last, a series of formulas are given to determine the ultimate pullout force and lateral resistance of prestressed cable.
【Fund】: 国家自然科学基金(90202007)
【CateGory Index】: TU476
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