In the paper, there are analysed some of the technological applications of increasing the railway subgrade bearing capacity, based on railway ground stabilisation, respectively on the filling of reinforced geometric materials up into railway ground. The mentioned methods were used in the particular rescued localities of corridor No. 1 in the Czech Railways (CD) and in the broad-gauge line of the Slovak Railways (ZSR) or in some common sample localities of both of Railways.(Pž(°Ë
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