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424 LIST OF FIGURES 425 426 Figure 1. Gradation curves of RCA and RCA/LDPE/HDPE blends, together with images of 427 LDPE and HDPE granules 428 Figure 2. Compacted RLT specimens of (a) RCA97/HDPE3 and (b) RCA95/HDPE5 429 Figure 3. UCS results for all blends 430 Figure 4. RLT test results for RCA97/HDPE3 and RCA97/LDPE3 specimens 431 Figure 5. RLT test results for RCA95/HDPE5 and RCA95/LDPE5 specimens 432 Figure 6. Comparison of stiffness parameters for all blends: (a) UCS peak values and (b) Mr 433 values 434 Figure 7. Scanning electron micrograph of (a) HDPE, and (b) LDPE showing the surface 435 morphology. 436 Figure 8. Relationship between (a) E and E50, and (b) Mr and UCS 437 Figure 9. Predicted vs. measured resilient modulus and results of goodness of fit analysis using 438 (a) octahedral stress state model for RCA/plastic blends, (b) modified universal model for 439 RCA/plastic blends, (c) octahedral stress state model for pure RCA and (d) modified universal 440 model for pure RCA 441 19PDF Image | Stiffness Properties of Recycled Concrete Aggregate with Polyethylene Plastic Granules
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