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- W635065229 abstract "This paper discusses several techniques for the widening of roads by means of earth fills. After a discussion of the boundary conditions that have to be taken into account when using this construction method, the importance of collecting data on the soil structure and properties is stressed. Some destructive and non destructive techniques used for this purpose are mentioned. In the design stage when choosing the most appropriate widening techniques the following aspects should be taken into account: deformation, stability, and duration of the construction activities. The following widening techniques are discussed: a) classical widening technique, i.e. filling constructions which directly put the widening to the existing pavement, whether or not on a cunette, without using special constructions or materials; b) widening with shoulders, etc.; c) with earth retaining structures; d) as a free subgrade or with a very wide central reserve; e) with preloading; f) with geotextiles; g) on stone columns; h) with vacuum consolidation; i) with light embankment materials; j) with embankment materials with improved friction properties; k) on a concrete construction. Next, mathematical and scale modelling of the soil are discussed. Finally, the practical experiences gained in three widening projects in the Netherlands are discussed. For the covering abstract of the conference see IRRD no 862411." @default.
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- W635065229 date "1989-01-01" @default.
- W635065229 modified "2023-09-27" @default.
- W635065229 title "CONTROLLED WIDENING AND WIDENED CONTROLLING" @default.
- W635065229 hasPublicationYear "1989" @default.
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