DocumentCode
1970880
Title
Notice of Retraction
3-Dimensional Numerical Simulation Method for the Rock Slope Excavation in Civil Engineering
Author
Zhang Jian ; Wang Songlin ; Ding Chao
Author_Institution
Sch. of Civil Eng. & Archit., Central South Univ., Changsha, China
fYear
2010
fDate
22-23 June 2010
Firstpage
451
Lastpage
454
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.
Rock slope is an unknown and complicated system; As for time series with strong randomization, application of the modified GM(1,1) was much more precise than ordinary GMs by comparison. And for time series with fluctuate positive and negative data, translation of the data and revivification after modeling was introduced to make an expansion of the application of the modified GM(1,1). The fitting and prediction precision was good by applying the modified GM(1,1) to analysis the monitoring stress of certain site of the left bank of Jinping Hydropower station. And by compassion, it was known that the prediction trend was accurate, and gave good ground work for further study. On the contrary, it was an important issue for the establishment of long-term prediction models.
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.
Rock slope is an unknown and complicated system; As for time series with strong randomization, application of the modified GM(1,1) was much more precise than ordinary GMs by comparison. And for time series with fluctuate positive and negative data, translation of the data and revivification after modeling was introduced to make an expansion of the application of the modified GM(1,1). The fitting and prediction precision was good by applying the modified GM(1,1) to analysis the monitoring stress of certain site of the left bank of Jinping Hydropower station. And by compassion, it was known that the prediction trend was accurate, and gave good ground work for further study. On the contrary, it was an important issue for the establishment of long-term prediction models.
Keywords
geotechnical engineering; rocks; stress analysis; time series; 3-dimensional numerical simulation method; Jinping hydropower station; civil engineering; modified GM(1,1); rock slope excavation; stress monitoring; time series; Analytical models; Data models; Hydroelectric power generation; Monitoring; Predictive models; Stress; Time series analysis; Civil Engineering; Rock Slope; Simulation;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Computing and Cognitive Informatics (ICICCI), 2010 International Conference on
Conference_Location
Kuala Lumpur
Print_ISBN
978-1-4244-6640-5
Type
conf
DOI
10.1109/ICICCI.2010.134
Filename
5565937
Link To Document