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Stresses and Strains in Flexible Pavements

2.1 HOMOGENEOUS MASS

Solutions by Charts

σ  z , σ r , σ t , τ rz (¿ τ  zr )=f  (q , r

a , z

a)

( )[ ]

( )[ ]

( )[ ]r  z t t 

 z t r r 

t r  z  z 

v E 

v E 

v E 

σ  σ  σ  ε 

σ  σ  σ  ε 

σ  σ  σ  ε 

+−=

+−=

+−=

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Solutions at Axis of Symmetry

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