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MSE wall void repair effect on corrosion of reinforcement - phase 2 : specialty fill materials.

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English


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  • Abstract:
    This project provided information and recommendations for material selection for best

    corrosion control of reinforcement in mechanically stabilized earth (MSE) walls with void repairs. The

    investigation consisted of small- and large-scale experiments and modeling to examine corrosion

    aggravation effects and conduct durability projections. Regular cement-based controlled low-strength

    material (CLSM) was tested, along with slag-based CLSM, MgO-based CLSM, and polyurethane foam

    filler. Laboratory experiments indicated that macrocell coupling could substantially increase the corrosion

    of the galvanized coating in the backfill side of a void repair with CLSM based on cement or on slag. The

    modestly lower pH of the latter did not appear to be a sufficiently beneficial factor in lowering the extent

    of adverse macrocell action. CLSM based on MgO, although having a pH closer to neutral, still resulted

    in significant adverse macrocell corrosion development. Experiments with the polyurethane foam void

    fill confirmed the expectation of much lower tendency for macrocell aggravation of corrosion in the backfill

    side. Performance modeling projections quantified the amount of corrosion-related MSE wall

    degradation that may be expected as the structure ages. It is recommended that the performance model

    projections be analyzed via structural considerations for choice of representative limit state to establish

    to what extent a transition to an alternative void filler material is desirable. The use of polyurethane foam

    is recommended for further consideration, with additional evaluation of corrosion performance of

    reinforcement in that medium.

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    urn:sha256:ebc427ebf610fb8e94b258be9bb7dd44ff2599be98e030d94d2d5156842cc1c8
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    Filetype[PDF - 5.08 MB ]
File Language:
English
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