Behavior Analysis of Block Type Wall Constructed for Maintaining the Slope Stability of Rural Structure

농촌건축물 사면 안정성 확보를 위한 블록식 옹벽의 거동분석

  • 신방응 (충북대학교 토목공학과) ;
  • 오세욱 (한국표준과학연구원 시설안전계측센터) ;
  • 권영철 (충북대학교 대학원 토목공학과)
  • Published : 2000.06.25

Abstract

Retaining walls are used to prevent excessive movement of retained soils. Typical retaining walls include gravity, reinforced concrete, reinforced earth and tie-back. However, from a practical viewpoint there are still drawbacks among these often constructed retaining walls. New types of retaining walls constructed with precast concrete blocks are proposed. This type of retaining wall is incorporates each blocks interconnected with adjacent block by connecting unit to build up a flexible retaining-wall system. This paper focus to behavior characteristics includes deformation and distribution of lateral earth pressure by loading tests and FEM analysis. For model tests, a 1/10 scale reduce models are manufactured include unevenness part, drainage hole and connecting unit and steel wire used to connect each blocks with adjacent block. To simulate the real retaining walls closely, uneven parts are interconnected each other and the construction type of blocks and wall front inclination are varied to investigate the relative displacement of individual block and the location of maximum deformation of wall as increasing surcharging. Additionally, PENTAGON3D, which solve the geotechnical and other problem, used for verifying and comparing with model tests.

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