Evaluation of Compression Behaviors of Marine Clay Reinforced with Waste Shredded Tires

Figure 3

Compression curves of Lianyungang marine soil reinforced at different WST contents with shred sizes of (a) < 0.5 mm, (b) 0.5–2.0 mm, and (c) 2.0–4.0 mm and WST-clay composites from [20].

(a)

(b)

(c)