ARTICLE
TITLE

To provide resistance of ballasted section (on weak basis) during railway modernization

SUMMARY

In the article the issue of provision of stability of road bed on weak basis with application of geosynthetics is considered. Due to calculations of earthfill with bearing capacity, deformations and stability the substantiated application of geosynthetics to strengthen the soils of basement and slopes of deep embankments is possible.

PAGES
pp. 157 - 161

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