Abstract

Retaining structures are a common feature of road construction in hilly and mountainous areas and can account for up to 20% of the total construction cost. Retaining structures comprise: Due to cost considerations on most low-cost roads, retaining walls are usually designed as gravity structures. Consequently, this chapter focuses on gravity walls constructed from masonry, gabion, mass concrete and reinforced concrete. However, consideration is given to the use of soil nails to strengthen cut slopes (Section C5.2.5) and to the use of reinforced fill structures (Section C5.2.6), as these can provide useful alternatives under certain circumstances. Walls are constructed in above-road and below-road locations; see Figure C5.1 for illustrations of these terms. Fig. C5.1. Retaining wall descriptors. Figure C5.2 shows some of the more common retaining structures used in steep terrain for below-road (horizontal backfill) and above-road (sloping backfill) situations. Table C5.1 describes their advantages and limitations in the context of low-cost roads. Dry stone, mortared masonry, composite and gabion walls are labour intensive to construct. This can offer advantages for labour utilization and disadvantages in terms of speed of construction compared, for example, to a mass concrete wall. The following sections describe the various earth-retaining structures in more detail and further information may be found in, for example, GEO …

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