Research Article
Experimental Study on Consolidation Characteristics of Compacted Loess
Figure 9
curve at E3 = 2169.0 kJ/m3. (a) Vertical stress σ = 500 kPa. (b) Vertical stress σ = 1000 kPa. (c) Vertical stress σ = 1500 kPa. (d) Vertical stress σ = 2000 kPa.
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