DocumentCode :
3239683
Title :
The study of mechanism of prestressed cables and its parameter optimization based on simulation
Author :
KANG, ZhiQiang ; LI, FuPing ; YUAN, ShiLlin ; YANG, JiuLin
Author_Institution :
Coll. of Resources & Environ., Hebei United Univ., Tangshan, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
1782
Lastpage :
1784
Abstract :
Choosing the spacing, position, angle of reinforcement anchor wire plays a vital role in reinforcement stability and economy. The landslide of an open pit was elected as project background in this paper. Operation model was set up by Lagrange arithmetic which analyzed the reinforcement mechanic and broken pattern of anchor wire. And it defined that the optima spacing is 8m. The anchor wire reinforcement angle and institution position research were researched by using limit balance theory. The optimum design angle obtained is -20°~20°, and the optimum institution position is in the range of 1/5-1/2 of the lower reinforcement side slope height.
Keywords :
anchors; cables (mechanical); fracture; optimisation; Lagrange arithmetic; anchor wire broken pattern; anchor wire reinforcement angle; economy; institution position research; landslide; limit balance theory; open pit; optimum institution position; parameter optimization; prestressed cable mechanism; reinforcement anchor wire; reinforcement mechanic; reinforcement stability; Force; Numerical models; Rocks; Tensile stress; Terrain factors; Wires; Anchorage mechanism; Limit equilibrium theory; Optimization; numerical simulation; the maximum shear stress;
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.2011.5775405
Filename :
5775405
Link To Document :
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