High Modulus Asphalt (HiMA) Technology Transfer (T2) May ... - CSIR

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Slide 4 Application examples Case #1: HMA vs HiMA 70mm HiMA, 9000 MPa 70mm HMA, 3500 MPa 150mm G1, 300 MPa © CSIR 2006 www.csir.co.za 300mm C3, 1500 MPa Subgrade, 100 MPa
Slide 5 Case #1: HMA vs HiMA Vertical plane parallel to Y-Z at X = 0 Normal Stress ZZ 3 -37 -77 -116 -156 -195 -235 -275 -314 -354 -394 -433 -473 -512 -552 -592 -631 -671 -710 -750 Vertical plane parallel to Y-Z at X = 0 HiMA HMA © CSIR 2006 www.csir.co.za Normal Stress ZZ 3 -37 -77 -116 -156 -196 -235 -275 -315 -354 -394 -434 -473 -513 -553 -592 -632 -671 -711 -751
Page 1 and 2: High Modulus Asphalt (HiMA) Technol
Page 3: High Modulus Asphalt (HiMA) • Ori
Page 7 and 8: Case #3: G1+HMA vs HiMA Slide 7 50m
Page 9 and 10: Slide 9 sabita HiMA T 2 progress
Page 11 and 12: 100000 Dynamic Modulus (MPa) 10000
Page 13 and 14: 10000 STRAIN (Microstrain) 1000 100
Page 15 and 16: Binder specifications Property Resu
Page 17 and 18: Mix improvement • Develop mix tha
Page 19 and 20: Structural design • Short term: U
Page 21: Thank you

High Modulus Asphalt (HiMA) Technology Transfer (T2) May ... - CSIR

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