Transverse Cracking Model for Undoweled Pavements Sample Clauses

Transverse Cracking Model for Undoweled Pavements. 100 PCRACK = Kjpc * ⎛ G NE4 * FREQ ⎞ −1.66 1 + 1.41* ⎜ ∑ tg ⎟ ⎜ 2 3 2.13*SR−1.2 ⎟ ⎜ tg=1 (418.9 − 1148.6 * SR + 1259.9 * SR − 491.55 * SR )*10 tg ⎟ ⎝ tg tg tg ⎠ where, PCRACK percent of slabs cracked. Kjpc calibration factor (default=1). NE4 cumulative number of ESALs since construction of pavement, in millions 18-xxx axles per lane. FREQtg frequency of each temperature gradient tg. tg temperature gradient (tg=1, …, G). SRtg ratio between combined stress in slab and the Modulus of Rupture of concrete, for temperature gradient tg. Given by ⎛ ⎛ E *SLABTHK3 ⎞ 4μ 1− μ aeq ⎞ c fSB *100 *3*(1+ μ) * P*⎜ ln ⎜ 4 ⎟ +1.84 − + +1.18(1+ 2μ) ⎟ ⎜ ⎝ 100 * KSTAT * aeq ⎠ 3 2 A ⎟ ⎝ ⎠ (100 + LTEsh ) * MR * π(3 + μ) *SLABTHK ⎛ 0.013211* A a ⎛ a ⎞2 ⎛ a ⎞3 ⎞ *⎜ 0.454147 + DW + 0.386201* DW − 0.24565 *⎜ DW ⎟ + 0.053891* ⎜ DW ⎟ ⎟ ⎝ ⎝ ⎠ ⎝ ⎠ ⎠ ⎛ 3 2 * JTSPAC ⎞ ⎞ ⎞ ⎛ ⎛ ⎜ ⎜
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Transverse Cracking Model for Undoweled Pavements. TCRACK = (CRKBottom−up + CRKTop −down − CRKBottom−up * CRKTop −down ) *100 − CRKRe paired CRK = 100 = 100 = 100 TDorBU 1 + C FDC5 n n Where,

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