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<br />N1Si~'W Mechanically Stabilized Faith Wait.,
<br />Riverview j
<br />:Etas:>C3ntu''i'i;ne; Fri r2r3r 2019
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<br />- _ „
<br />.•a ). s,N,. ,,
<br />,�x,, w N n x,2�._..s
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<br />INPUT DATA: Metal mats/grids
<br />(Analysis)
<br />i
<br />D A T A
<br />Metal mats
<br />Metal mats
<br />Metal mats
<br />Metal mats
<br />Metal mats
<br />type #
<br />t o #2
<br />t o #3 _
<br />t e #4
<br />e,#5
<br />Yield strength of steel, Fy [kips/in ~]
<br />65.0
<br />N/A
<br />N/A
<br />N/A
<br />i
<br />N/A
<br />Gross width of grid,'b [in]
<br />72.0
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Vertical spacing, Sv fft]
<br />Varies
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Design cross section area, Ac fin 21
<br />0.49
<br />N/A
<br />N/.A
<br />N/A
<br />N/A
<br />Thickness of transverse element,'t [in]
<br />0.4
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />Distance between transverse bars, St [in]
<br />11.8
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Friction angle along reinforcement -soil interface,
<br />p
<br />(a), the top
<br />33.66
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />na, 19.7 ft or below
<br />18.42
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Pullout resistance: factor, F*
<br />OD, the top
<br />0.67
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />(&, 19.7 ft or below
<br />0.33
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Scale -effect correction factor, a
<br />1.00
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Variation of Lateral Earth Pressure Coefficient With .Depth
<br />Z K / Ka
<br />0 ft
<br />2.50
<br />3.3 ft
<br />2.30
<br />6A ft
<br />2.05
<br />9.8 ft
<br />t.85
<br />13.1 ft
<br />1.65
<br />16.4 ft
<br />1.40
<br />19.7 ft
<br />1.20
<br />i
<br />Z [ft] 6•
<br />K/Ka
<br />N
<br />Riverview Pagg-1-ot-5
<br />CopyrightC, 1998-2016 ADAMA Engineering, In License number MLNL-301109
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