مروري بر روشهاي طراحي روسازي هاي بتني مسلح غير مسلح

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مروري بر روشهاي طراحي روسازي هاي بتني مسلح غير مسلح

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    ACP :

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    : etoN daoR

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    . ( ) 2/5 ( ) 2

    ( : RM) 0/57 RM

    : ( k)

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    ( ) : SA

    ( tf /bL) : W

    (tf) : L

    ( isp) : sF

    ( f= 1/5) : F

    F.L.W

    SF

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    . 08 051 >RBC

    . 54

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    . 82 m/NM

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  • :

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    2- ( ...)

    3- ( ...)

    4-

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    2-2) . .

    2-3) .

    3- :

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    ) ( expansion joints )

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    ) ( construction joints )

    ( ) .

    ) ( Hinge warping joints )

    ( ) .

    4- :

    4-1) (Dowel bar):

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    4-2) ( ). " .

    : ( Dowel bars) ( ) " 20 32 " 60 5/4 .

    4-3) ( JRCP ): . .

    4-4) ( CRCP ): .

    : .

    5- :

    : PCA Road note ) TRRL ...

    Road Note :

    (5-1 : . . 250 2/0 .

    W.L.F - ( 4 ) ( 5 ) 2 ( ) 5/2 ( ) . MR 75/0 ( MR: ) (k ) :

    2FSAS=

    AS : ( )

    W: ( Lb/ ft2 )

    L: ( ft)

    Fs : ( psi )

    F: ( 5/1 = f )

    (5-2 Road Note

    10 ((10msa . .

    (sub base) . CBR>4 150 80 . 45 .

    ..

    (3):

    ()

    CBR 15%

    0

    3-5)

    (3) (6) .

    28 MN/m2 28 .

    (7) .

    60 150 50 .

    (8) . . 5/4 .

    200 60 200 40 . 5 . 5/4 .

    :

    1-

    2-

    3-