• Title/Summary/Keyword: two-level segmental retaining wall

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Instrumentation of A Two-Level of Soil-Reinforced Segmental Retaining Wall (계단식 지오그리드 보강토 옹벽의 계측)

  • 유충식;정혁상
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.10a
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    • pp.697-704
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    • 2002
  • This paper presents the results of instrumentation of a two-level of soil-reinforced segmental retaining wall. Instrumentation items include the lateral wall displacements and the geogrid strains at several locations. The instrumentation is still long carried in order to examine long-term behavior. The result indicate that the upper wall has a significant effect on the behavior of the lower wall doubling the wall moved. The wall also exhibits significant post-construction movements that had ceased several months after the wall completed. The implication of the findings from this study was discussed in great detail.

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Investigation on Behavior of Two-Level Soil-Reinforced Segmental Retaining Walls Using Finite Element Analysis (유한요소해석을 통한 계단식 보강토 옹벽의 거동특성)

  • 유충식;전영우
    • Proceedings of the Korean Geotechical Society Conference
    • /
    • 2002.10a
    • /
    • pp.689-696
    • /
    • 2002
  • The behavior of two-level soil-reinforced segmental retaining wall was examined using the finite element analysis. A number of different case was analyzed by varying the reinforcement length and the offset distance between the upper and lower wall. The results indicate that the interaction between the upper and lower walls can be neglected the upper wall is located beyond the distance of the lower wall height. A so found is that for moderate offset distances, the interaction between the two walls generally is limited to the external stability of the wall. Implication of the findings are discussed

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Measured Behavior of Full-Scale Soil-Reinforced Segmental Retaining Wall (계단식 형태의 블록식 보강토 옹벽의 거동특성)

  • Yoo, Chung-Sik;Jung, Hyuk-Sang
    • Journal of the Korean Geosynthetics Society
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    • v.2 no.1
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    • pp.15-25
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    • 2003
  • This paper presents the results of instrumentation of a two-level of soil-reinforced segmental retaining wall. Instrumentation items include the lateral wall displacements and the geogrid strains at several locations. The instrumentation is still long carried in order to examine long-term behavior. The result indicate that the upper wall has a significant effect on the behavior of the lower wall doubling the wall moved. The wall also exhibits significant post-construction movements that had ceased several months after the wall completed. The implication of the findings from this study was discussed in great detail.

  • PDF