NDLI: Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell

Content Provider	IEEE Xplore Digital Library
Author	Liu Dapeng Yang Xiaohua Mao Zhengjun
Copyright Year	2013
Description	Author affiliation: Sch. of Highway, Chang'an Univ., Xi'an, China (Liu Dapeng; Yang Xiaohua; Mao Zhengjun)
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.
Starting Page	1130
Ending Page	1132
File Size	257850
Page Count	3
File Format	PDF
ISBN	9780769550169
DOI	10.1109/ICDMA.2013.266
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2013-06-29
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Anti-Slide Pile Soil Arch Effect Elastic Foundation Beam Theory Friction Force Soil Stability analysis Effect Finite element analysis Mathematical model Geocell Equations
Content Type	Text
Resource Type	Article

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