Experimental Study on Mechanical Behavior of Lean Cemented Sand and Gravel Material in Unloading and Reloading Paths

<div>Volumetric strain-axial strain curves for different confining pressures of LCSG material. (a) 300 kPa. (b) 600 kPa. (c) 900 kPa. (d) 1200 kPa.</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Experimental Study on Mechanical Behavior of Lean Cemented Sand and Gravel Material in Unloading and Reloading Paths 