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- W2386191881 abstract "Laboratory results can hardly reflect the rheological properties of engineering rock mass because of the size-effect of samples and the difference between test conditions and work state of engineering rock mass;so in-situ creep tests were carried out in some important hydropower projects;and the in-situ plate-loading creep test is applied more often. But in the test method,there exist some shortages,so it is suggested that the generalized five-parameter Kelvin model can be accepted to describe the rheological properties of rock mass;and the single-stage loading manner with load level being consistent with engineering load is suggested. The creep deformation equation based on generalized five-parameter Kelvin model of rock mass under plate-load is deduced;and it is found that the results agree with elastic deformation equation when t = 0 or t→∞. Finally,test examples,of which creep model and its parameters are inversed using nonlinear least squares curve fitting method,are given to demonstrate that the magnitude of the correlation between generalized five-parameter Kelvin model and test curves is superior to that of generalized three-parameter Kelvin model." @default.
- W2386191881 created "2016-06-24" @default.
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- W2386191881 date "2009-01-01" @default.
- W2386191881 modified "2023-09-24" @default.
- W2386191881 title "STUDY OF METHODOLOGY OF PLATE-LOADING CREEP TEST OF ROCK MASS" @default.
- W2386191881 hasPublicationYear "2009" @default.
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