INFLUENCE OF METALLIC STRIP REINFORCEMENT LENGTH AND RETAINED SOIL PROPERTIES ON THE REINFORCED EARTH WALLS STABILITY

نویسندگان

چکیده

Reinforced earth (RE) walls work as gravity-retaining structures which these composite rely on the self-weight of reinforced soil mass to resist lateral loads from pressure, surcharges vehicles, earthquakes, and water pressure. The type compacted backfill material at zone reinforcement length that was designed constructed has a capability form reinforced-soil provides sufficient stabilize overall retaining structure. stability reinforcement-soil interface strength provide internal structure, allows RE wall act unit be able sustain significant loading deformation where highly depending properties strip length. Therefore, in this research, safety factor analyzed by using different i.e., silt clayey with finite element modelling PLAXIS 2D 3D approach. Both numerical results shows effects gives higher compared soil. Besides that, analysis also length, LR impact deformation; increased, significantly reduced. finding research shown conservative design it value lower 3D.

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ژورنال

عنوان ژورنال: Malaysian Journal of Civil Engineering

سال: 2021

ISSN: ['1823-7843']

DOI: https://doi.org/10.11113/mjce.v33.17280