Title :
Notice of Retraction
Reinforcement mechanism of the deep buried piles by series model tests
Author :
Lei Wenjie ; Zheng Yingren ; Feng Xia-ting ; Song Ya-kun
Author_Institution :
Sch. of Safety Sci. & Eng., Henan Polytech. Univ. Logistical, Jiaozuo, China
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.
To be examined the reinforcement mechanism of deeply buried piles, series of large scaled model test has been carried out. Several testing tools including rigid load cells, the earth pressure cells are employed to measure the pressure received by deep buried piles and the slope thrust of the slope on piles top. On the basis of the variation process of measured data, the time and the location of slide surface in the slope is determined, and the maximal anti-sliding force upward to the piles top could be gained. Then the failure form process is analyzed as the anti-sliding length of the piles changed. The relationship between the sliding force received by the piles and that supplied by the slope on piles top is analyzed to supply scientific demonstration for the design method of slope reinforced by the deeply buried piles.
Keywords :
condition monitoring; failure analysis; foundations; geotechnical engineering; mechanical testing; structural engineering; antisliding force; deep buried piles; earth pressure cells; failure form process; pressure measurement; rigid load cells; series model tests; slope reinforcement mechanism; slope thrust; Failure analysis; Force measurement; Pressure control; Pressure measurement; Programmable logic arrays; Safety; Soil measurements; Tensile stress; Test equipment; Testing; deep buried piles; large scaled model test; lateral force on the back of piles; sliding force upward to the top of piles; stress condition of sliding body;
Conference_Titel :
Computer Engineering and Technology (ICCET), 2010 2nd International Conference on
Conference_Location :
Chengdu
Print_ISBN :
978-1-4244-6347-3
DOI :
10.1109/ICCET.2010.5486171
