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http://dx.doi.org/10.15683/kosdi.2016.12.31.366

Numerical study on the structural stability of the precast joint buttress wall  

Kim, Joonseok (Department of civil and envirnmental engineering, Chungwoon University)
Publication Information
Journal of the Society of Disaster Information / v.12, no.4, 2016 , pp. 366-372 More about this Journal
Abstract
Recently in case of the concrete retaining wall precast technological change in the field assembled by the way. A precast wall is devied into upper and lower respectively, and the way, assembled in field is being performed. But the assembled part could have been damaged by the earth pressure in a relatively high buttress wall. And, it have been pointed out that large-scale disaster can be occurred. Thus, in this thesis, a structural stability for the buttressed retaining wall with pre-cast joint method was analyzed by a numerical analysis method. The structural stability of the three height retaining wall(7.6m, 8.5m, 10m) was conducted respectively for earth pressure. The maximum principal stress applied to the concrete retaining wall was analyzed to occur locally in the vicinity of the fixing anchor as 23.3 ~ 43.2 MPa.
Keywords
buttress wall; concrete retaining wall; earth pressure; precast; numerical analysis;
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Times Cited By KSCI : 1  (Citation Analysis)
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