DocumentCode
3217341
Title
Influence of anchorage body position and shape on the effect of slope reinforcement
Author
Qiurong Yan ; Qiurong an ; Lingyun Kong
Author_Institution
Dept. of Civil Eng., Chongqing Univ., Chongqing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2300
Lastpage
2304
Abstract
Loose soil or earth-rock deposit slope is one of the difficulties of slope treatment. While grouting treatment is such an effective means. In order to reveal the effect of slope reinforcement by grouting anchor, strength reduction Finite Element Method(FEM) is adopted to calculate the deformation of single anchorage body and slope stability factor. Several calculation conditions are considered, such as setting the anchorage body at a different position vertically or horizontally, and setting the anchorage body in different direction at a fixed position. Analysis shows that putting the anchorage body into the slope makes the stability of the slope increase in some degrees, in which setting the anchorage body vertically is more effective than setting it horizontally. The most ideal installation position is at about 1/3 height of the slope. It is also found that the anchorage angle impacts the effect of slope reinforcement. Influence of the layout of a single anchorage body on the effect slope reinforcement provides a reference for optimal design of grouting technique.
Keywords
deformation; finite element analysis; geotechnical engineering; mechanical stability; mechanical strength; rocks; soil; FEM; anchorage body; deformation; earth-rock deposit slope treatment; grouting anchor; grouting treatment; installation position; loose soil; optimal design; slope reinforcement; slope stability factor; strength reduction finite element method; Fasteners; Finite element methods; Manuals; Presses; Rocks; Soil; Stability analysis; Finite Element Method(FEM); anchorage body; slope reinforcement; strength reduction;
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.2011.5774329
Filename
5774329
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