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- W2207254372 abstract "Built in 1937, California’s Big Creek Bridge—a double-arch crossing with half-arch side spans—was due for a seismic retrofit. Challenged by the structure’s unique support system, which doesn’t rely on abutment foundations, and its fractured rock base, engineers devised a foundation retrofit that provided the necessary strength and stiffness via modified tie-down anchors that pass through the alluvium and into the fractured rock. Irregular rock bands located at depths beyond the reach of equipment required the use of vertical tie-downs at one pier, which would hit the rock at higher elevations. The retrofitting was completed in late 1999." @default.
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- W2207254372 date "2000-04-01" @default.
- W2207254372 modified "2023-09-23" @default.
- W2207254372 title "Scenic-Bridge Strengthening (Available in Structural Engineering Special Issue only)" @default.
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