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- W10829622 abstract "Widening of existing highways often results in new mechanically stabilized earth (MSE) walls being placed in front of existing stable walls. The design of these walls is unique because limited right-of-way often forces the length of the reinforcing strips to be shorter than normally used. This research addressed such walls placed in a confined space. The Plaxis finite element software was used to study the vertical and horizontal stresses in the backfill behind nondeformable walls constructed in a confined space. The vertical stresses were generally found to be less than the computed overburden pressure. A vertical stress influence factor is presented to describe the reduced vertical stresses as a function of the depth below the top of the wall and the wall aspect ratio. Horizontal earth pressures were also found to be less than those for walls that are not in a confined space. A chart was developed for estimating these reduced horizontal stresses. Limit equilibrium analyses were also performed to evaluate the effect of walls being placed in a confined space. Factors of safety computed for noncircular slip surfaces were found to be significantly less than factors of safety computed for circular slip surfaces. Analyses employing noncircular slip surfaces are recommended for walls placed in confined spaces." @default.
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- W10829622 date "2007-10-01" @default.
- W10829622 modified "2023-09-27" @default.
- W10829622 title "Design Considerations for MSE Retaining Walls Constructed in Confined Spaces" @default.
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