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

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Slide 5<br />

Case #1: HMA vs <strong>HiMA</strong><br />

Vertical plane parallel to Y-Z at X = 0<br />

Normal Stress ZZ<br />

3<br />

-37<br />

-77<br />

-116<br />

-156<br />

-195<br />

-235<br />

-275<br />

-314<br />

-354<br />

-394<br />

-433<br />

-473<br />

-512<br />

-552<br />

-592<br />

-631<br />

-671<br />

-710<br />

-750<br />

Vertical plane parallel to Y-Z at X = 0<br />

<strong>HiMA</strong> HMA<br />

© <strong>CSIR</strong> 2006 www.csir.co.za<br />

Normal Stress ZZ<br />

3<br />

-37<br />

-77<br />

-116<br />

-156<br />

-196<br />

-235<br />

-275<br />

-315<br />

-354<br />

-394<br />

-434<br />

-473<br />

-513<br />

-553<br />

-592<br />

-632<br />

-671<br />

-711<br />

-751

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