Title :
Notice of Retraction
Analysis model of steel-cement soil beam transverse mechanical parameters based on composite enhanced
Author :
Gu Shi-tan ; Wang Chun-qiu ; Gu Shi-bin ; Jan Yun-liang
Author_Institution :
Key Lab. of Mine Disaster Prevention & Control, Shandong Univ. of Sci. & Technol., Qingdao, 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.
Macroscopical analysis model of SMW composite retaining structure was made based on composite material mesoscopic structural mechanics theory, compound enhanced rule of transverse elastic modulus and transverse poisson ratio were studied theoretically. Theory results were corrected considered of Not coordinate deformation of structural steel and cement soil. modified formula of SMW composite structure equivalent parameters was made. Theory foundation is formed for study of flexural performance and interfacial interaction law of structural steel - cement soil.
Keywords :
beams (structures); cements (building materials); composite materials; geotechnical engineering; soil; steel; SMW composite retaining structure; composite material mesoscopic structural mechanics theory; flexural performance; macroscopical analysis model; steel-cement soil beam transverse mechanical parameter; structural steel-cement soil; transverse elastic modulus; transverse poisson ratio; Analytical models; Composite materials; Presses; Rocks; Soil; Steel; Testing; Composite materials; SMW engineering method; Structural mechanics; Transverse Poisson´s ratio; Transverse elastic modulus;
Conference_Titel :
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location :
XianNing
Print_ISBN :
978-1-61284-458-9
DOI :
10.1109/CECNET.2011.5769382
