DocumentCode
3223337
Title
Notice of Retraction
A method to prevent vehicle jump at bridge head
Author
Chen Guoqing
Author_Institution
State Key Lab. For Geo-Mech. & Deep Underground Eng., China Univ. Of Min. & Technol., Xuzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
3801
Lastpage
3803
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.
Analyzed the causes of vehicle jump at bridge head and its harm, described the current measure to vehicle jump at bridge head and their defect. Aiming at the common defects, prevention and cure measures are proposed to use of explosive to shap gravel sand pile. This method can use explosive accelerating drainage, soil consolidation form at the same time and form a simple concrete pile foundation and increases its carrying capacity, reduce the roadbed and foundation stiffness of the poor, and speed up the construction speed and improve the economic benefit, and it has some reference value to reduce the influence of vehicle jump bridge.
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.
Analyzed the causes of vehicle jump at bridge head and its harm, described the current measure to vehicle jump at bridge head and their defect. Aiming at the common defects, prevention and cure measures are proposed to use of explosive to shap gravel sand pile. This method can use explosive accelerating drainage, soil consolidation form at the same time and form a simple concrete pile foundation and increases its carrying capacity, reduce the roadbed and foundation stiffness of the poor, and speed up the construction speed and improve the economic benefit, and it has some reference value to reduce the influence of vehicle jump bridge.
Keywords
bridges (structures); concrete; foundations; sand; bridge head; carrying capacity; concrete pile foundation; economic benefit; foundation stiffness; roadbed; shap gravel sand pile; soil consolidation; vehicle jump bridge; Bridges; Coal; Current measurement; Economics; Explosives; Soil measurements; Vehicles; Explosive and expanding; Gravel sand pile; Vehicle jump at bridge head; consolidation;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774615
Filename
5774615
Link To Document