DocumentCode
3275073
Title
Notice of Retraction
Creep model for Zonal disintegration of deep rock mass
Author
Li Haitao ; Tan Yunliang ; Ning Jianguo ; Yan Wenzhu
Author_Institution
Key Lab. of Mine Disaster Prevention & Control, Shandong Univ. of Sci. & Technol., Qingdao, China
fYear
2011
fDate
15-17 April 2011
Firstpage
5780
Lastpage
5783
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Base on the Nishihara model ,change Euclid model with the Newton model , change the Newton model in Bingham model with Nonlinear viscous dampers (D model), and extend the number of the Visco-plastic model to n, so can obtain a strong rheology model, example analysis shows that this model can discribe strong rheology and obvious accelerated creep stage of deep rock, and can explain the obvious time effect of Zonal disintegration.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Base on the Nishihara model ,change Euclid model with the Newton model , change the Newton model in Bingham model with Nonlinear viscous dampers (D model), and extend the number of the Visco-plastic model to n, so can obtain a strong rheology model, example analysis shows that this model can discribe strong rheology and obvious accelerated creep stage of deep rock, and can explain the obvious time effect of Zonal disintegration.
Keywords
creep; geotechnical engineering; rheology; rocks; shock absorbers; viscoplasticity; Bingham model; Euclid model; Newton model; Nishihara model; creep model; deep rock mass; nonlinear viscous dampers; rheology model; visco-plastic model; zonal disintegration; Acceleration; Analytical models; Creep; Mathematical model; Rocks; Strain; Stress; Constitutive relation; Creep; Deep; Nishihara model; Strong Rheology model; Zonal Disintegration;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Information and Control Engineering (ICEICE), 2011 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-8036-4
Type
conf
DOI
10.1109/ICEICE.2011.5777350
Filename
5777350
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