Advances in Civil Engineering / 2020 / Article / Fig 4

Research Article

Combined Effect of Compaction Methods and Loading Conditions on the Deformation Behaviour of Unbound Granular Material

Figure 4

Relations between the axial strain and loading number under different stress levels. (a) σ3 = 50 kPa, GM, (b) σ3 = 50 kPa, GF, (c) σ3 = 50 kPa, LX1, (d) σ3 = 50 kPa, LX2, (e) σ3 = 100 kPa, GM, (f) σ3 = 100 kPa, GF, (g) σ3 = 100 kPa, LX1, (h) σ3 = 100 kPa, LX2, (i) σ3 = 150 kPa, GM, (j) σ3 = 150 kPa, GF, (k) σ3 = 150 kPa, LX1, and (l) σ3 = 150 kPa, LX2.
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