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Parametric studies were carried out by varying two important parameters, i.e., the wall width to height ratio and the quality of backfill material, to investigate their effects on the critical failure surface, the required tensile strength of reinforcement, and the lateral earth pressure behind the reinforced zone.
This study concerns the central reinforced zone of the specimen.
Due to the different degrees of strengthening and the radius of the reinforced zone, the plastic zone(s), if any, may theoretically initiate from the inner boundary of the reinforced zone, the outer boundary of the reinforced zone, or both the inner and the outer boundaries simultaneously.
This is carried out by considering a beam type specimen which presents design singularities such as important thicknesses, ply drop off zones and a reinforced zone.
The toe portion of this high and steep slope is reinforced by a PET geogrid, with the height of the reinforced zone ranging between 10 meters (m) and 40 m at different sections.
In this study, a numerical model, which was calibrated by triaxial tests and further by a specially-designed MSE wall tests, investigated the behavior of an MSE wall as well as the influence of various factors on the performance of the MSE wall when the wall facing settled relatively to the reinforced zone.
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Due to space constraints, laterally-loaded drilled shafts have been increasingly constructed within the reinforced zones of MSE walls.
Nevertheless, SCC contains coarse aggregates that could get clogged within the reinforced zones during the casting process.
However, occasionally drilled shafts have to be constructed within the reinforced zones of MSE walls, for instance drilled shafts supporting sound walls, traffic signs, billboards, and other superstructures.
In the model ground, a rhombic-shaped reinforcing zone is formed due to the pretension of the rock bolt.
Additionally, to maintain the confined zone; the same reinforcing zone 0.18 m2 (0.4 m × 0.45. length × width) per rock bolt was applied to maintain the thickness of the confine zone by reinforcing rock bolts.
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