Results of Laboratory Tests on Shk-150 Composite Sheet Piles

The structural behavior of ShK-150 composite sheet piles subject to two concentrated forces was studied. Single sheet piles of 4.0 m length were tested to failure, and the moment capacity and failure mechanism were determined. The loads on the piles were applied in such a way that only a bending moment without shear force acted in the span. The results obtained allowed us to determine the moment capacity of ShK-150 composite sheet piles. The results are compared with those of the previous tests.