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A platform for research: civil engineering, architecture and urbanism
Gm (1,1) Model Analysis of Swelling Rock Mechanical Properties in Hydraulic Electric Power Project
In the construction of hydraulic electric power, softening and slaking of swelling rock is a natural phenomenon, which is a complex process and affects the stability of rock engineering. It is difficult to describe and predict quantitatively the dynamical properties of the soft rock making use of a common method. Grey theory has proven successful in research such a complex system. This paper proposed GM(1,1) model based on remanent error analysis to the experimental fitting value of gargillite mechanical parameters, which is regarded as a new way of describing the nonlinear mechanical properties of soft rock and applied to predict the instability of engineering rockmass.
Gm (1,1) Model Analysis of Swelling Rock Mechanical Properties in Hydraulic Electric Power Project
In the construction of hydraulic electric power, softening and slaking of swelling rock is a natural phenomenon, which is a complex process and affects the stability of rock engineering. It is difficult to describe and predict quantitatively the dynamical properties of the soft rock making use of a common method. Grey theory has proven successful in research such a complex system. This paper proposed GM(1,1) model based on remanent error analysis to the experimental fitting value of gargillite mechanical parameters, which is regarded as a new way of describing the nonlinear mechanical properties of soft rock and applied to predict the instability of engineering rockmass.
Gm (1,1) Model Analysis of Swelling Rock Mechanical Properties in Hydraulic Electric Power Project
Applied Mechanics and Materials ; 501-504 ; 174-177
2014-01-16
4 pages
Article (Journal)
Electronic Resource
English
Gm (1,1) Model Analysis of Swelling Rock Mechanical Properties in Hydraulic Electric Power Project
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