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Fig. 2
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Conventional triaxial stress(σ1)-strain(ε1) curve of C50(a) and BFRC 18-0.2(b) and 18-0.4(c) under different confining pressure
C50: Unadded volume fraction of mixed soil; 18-0.2 and 18-0.4 represent a volume fraction of 18 mm with a volume fraction 0.2% and 0.4%, respectively
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