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Objectives. This article discusses options for additional restraints for support structures made from polymer dowels. The issue of increasing the stability of polymer sheet piles plays a key role in the design and construction of facilities using this type of material. The article compares two variants of the restraining devices and compares them with the non-reinforced version using the example of a notch of the same depth.Methods. The calculations are carried out by the Coulomb- Mohr methodsdoi:10.21822/2073-6185-2019-46-1-160-168 fatcat:okp2b4dg5rccfe6cnc6ba4itcq