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Geosynthetic Reinforced Soil for Low Volume Bridge Abutments

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Figure

Figure 1. Typical cross-section of GRS-IBS with frictionally connected facing elements (from Adams et al
Figure 2. GRS abutment walls with different facings (from Adams et al. 2011b)
Figure 4. Recommended gradations for well-graded and open-graded granular backfill materials (data from Adams et al
Figure 14. (a) Model 3510 semiconductor EPC installation to measure total vertical stresses, and (b) Model 4800 vibrating wire EPC installation to measure horizontal stresses
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