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Behavior of Laterally Loaded Piles Supporting Bridge Abutments. Phase 1
This Final Report describes the work performed in research related to the behavior of laterally loaded piles supporting abutments in which the piles and abutment are built integrally. Pile-abutment systems were built and loaded laterally in a way that simulated the load induced in an integral abutment as a bridge is subjected to changes in temperature. Two areas of particular interest were (1) the embedment zone of the pile in the concrete abutment and (2) the embedment zone of the pile in the soil. Five pile-abutement systems were built and tested. All of the piles had strain gages applied at regular intervals for the first 20-ft. of the 38-ft. embedded depth, and the first four piles also had pressure sensors affixed to attempt to locate the point along the pile where the lateral pressure was zero.
Behavior of Laterally Loaded Piles Supporting Bridge Abutments. Phase 1
This Final Report describes the work performed in research related to the behavior of laterally loaded piles supporting abutments in which the piles and abutment are built integrally. Pile-abutment systems were built and loaded laterally in a way that simulated the load induced in an integral abutment as a bridge is subjected to changes in temperature. Two areas of particular interest were (1) the embedment zone of the pile in the concrete abutment and (2) the embedment zone of the pile in the soil. Five pile-abutement systems were built and tested. All of the piles had strain gages applied at regular intervals for the first 20-ft. of the 38-ft. embedded depth, and the first four piles also had pressure sensors affixed to attempt to locate the point along the pile where the lateral pressure was zero.
Behavior of Laterally Loaded Piles Supporting Bridge Abutments. Phase 1
E. Burdette (Autor:in) / J. H. Deatherage (Autor:in) / D. W. Goodpasture (Autor:in)
2000
214 pages
Report
Keine Angabe
Englisch
Behavior of Laterally Loaded Piles Supporting Bridge Abutments
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