Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
Pavement Structural Analysis of the Design Recommendations for ...
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<strong>Pavement</strong> <strong>Structural</strong> <strong>Analysis</strong> August 2004<br />
Report No. 15953-2/1 ARA-ERES Consultants<br />
Location No: X-Position (in):<br />
2<br />
6.500 Y-Position (in): .000<br />
cNormal Stresses<br />
Z-Position Layer Sxx Syy Szz Syz Sxz Sxy<br />
(in) * (psi) (psi) (psi) (psi) (psi) (psi)<br />
13.999 1 51.24 59.38 -1.19 0 0 0<br />
18 2 -0.1 -0.07 -1.01 0 0 0<br />
32 3 0.03 0.04 -0.65 0 0 0<br />
38.1 4 -0.12 -0.11 -0.57 0 0 0<br />
56<br />
cNormal Strains and Deflections<br />
4 -0.07 -0.07 -0.42 0 0 0<br />
Z-Position Layer Exx Eyy Ezz Ux Uy Uz<br />
(in) * (10^-6) (10^-6) (10^-6) (mils) (mils) (mils)<br />
13.999 1 37.87 49.74 -38.54 0 0 10.299<br />
18 2 36.9 42.51 -126.58 0 0 9.756<br />
32 3 34.99 36.22 -96.23 0 0 8.26<br />
38.1 4 36.26 37.23 -88.89 0 0 7.695<br />
56<br />
cPrincipal Stresses and Strains<br />
4 28.82 29.22 -68.58 0 0 6.299<br />
Z-Position Layer S1 S2 S3 E1 E2 E3<br />
(in) * (psi) (psi) (psi) (10^-6) (10^-6) (10^-6)<br />
13.999 1 -1.19 51.24 59.38 -38.54 37.87 49.74<br />
18 2 -1.01 -0.1 -0.07 -126.58 36.9 42.51<br />
32 3 -0.65 0.03 0.04 -96.23 34.99 36.22<br />
38.1 4 -0.57 -0.12 -0.11 -88.89 36.26 37.23<br />
56 4 -0.42 -0.07 -0.07 -68.58 28.82 29.22<br />
41
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