Calculation Of Live Load Reaction For Abutments For Bridges
The equivalent heights of soil for vehicular loading on abutments perpendicular to traffic are
as presented in LRFD [Table 3.11.6.4-1] and in Table 12.8-3. Values are presented for various
abutment heights. The abutment height, as used in Table 12.8-3, is taken as the distance
between the top surface of the backfill at the back face of the abutment and the bottom of the
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