DocumentCode
633628
Title
Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell
Author
Liu Dapeng ; Yang Xiaohua ; Mao Zhengjun
Author_Institution
Sch. of Highway, Chang´an Univ., Xi´an, China
fYear
2013
fDate
29-30 June 2013
Firstpage
1130
Lastpage
1132
Abstract
Geocell is a new type of geotechnical material, in order to illustrate its effect in slope reinforcement using anti-slide pile with it, the paper firstly 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. Then through the finite element model, the paper compares no reinforcement, only using anti-slide pile with using anti-slide pile and geocell, from the result, we can conclude that the slope stability can be increased if we reinforce slope using anti-slide and geocell, when the slope stability coefficient is unchanged, if adding geocell, the pile spacing can be increased or the pile section can be decreased. So the investment can be saved in slope reinforcement.
Keywords
beams (structures); finite element analysis; foundations; geotechnical engineering; mechanical stability; anti-slide pile spacing calculation formula; anti-sliding force calculation formula; calculation model; elastic foundation beam theory; finite element model; force situation; geocell; geotechnical material; slope reinforcement; slope stability; soil arch effect; Equations; Finite element analysis; Force; Friction; Mathematical model; Soil; Stability analysis; Anti-Slide Pile; Effect; Elastic Foundation Beam Theory; Geocell; 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.2013.266
Filename
6598190
Link To Document