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  2011, Vol. 30 Issue (1): 132-140    DOI:
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STUDY OF TRIAXIAL CREEP TESTS AND ITS NONLINEAR VISCO-ELASTOPLASTIC CREEP MODEL OF ROCK FROM COMPRESSIVE ZONE OF DAM FOUNDATION IN XIANGJIABA HYDROPOWER STATION
(1. Institute of Geotechnical Engineering,Hohai University,Nanjing,Jiangsu 210098,China;2. Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering,Hohai University,Nanjing,Jiangsu 210098,China)
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