DocumentCode :
633648
Title :
Study on Anti-Slide Pile Spacing in Slope Reinforcement Using Anti-Slide Pile with Geocell and Influencing Factors
Author :
Liu Dapeng ; Yang Xiaohua ; Wang Jing
Author_Institution :
Sch. of Highway, Chang´an Univ., Xi´an, China
fYear :
2013
fDate :
29-30 June 2013
Firstpage :
1258
Lastpage :
1260
Abstract :
Anti-slide pile spacing is a very important parameter in slope reinforcement engineering, it affects investment of the reinforcement engineering and slope safety. In order to determine reasonable pile spacing, this paper establishes the calculation model of slope reinforcement using anti-slide pile with geocell. According to the elastic foundation beam theory, the paper analyses the force situation of geocell and its anti-sliding force calculation formula in slope reinforcement, at the same time, according to soil arch effect, anti-slide pile spacing calculation formula of slope reinforcement using anti-slide pile with geocell is established. The paper analyses the effect of geocell height, depth and length on anti-slide pile spacing. It is concluded that geocell length has the largest effect on anti-slide pile spacing, depth is the second and height almost has no effect.
Keywords :
beams (structures); elasticity; foundations; geotechnical engineering; safety; soil; antislide pile spacing; antisliding force calculation formula; elastic foundation beam theory; force situation; geocell depth; geocell height; geocell length; slope reinforcement calculation model; slope reinforcement engineering; slope safety; soil arch effect; Automation; Manufacturing; Anti-Slide Pile; Geocell; Influence Factors; Pile Spacing; Soil Arch Effect;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Digital Manufacturing and Automation (ICDMA), 2013 Fourth International Conference on
Conference_Location :
Qingdao
Type :
conf
DOI :
10.1109/ICDMA.2013.298
Filename :
6598222
Link To Document :
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