摘要: |
The Phase 1 study included construction of a dedicated mechanically stabilized earth (MSE) wall site in Utah with instrumented piles behind the 20-ft high wall. This wall site will be reused for the Phase 2 testing. Funded tasks for this Phase 2 study include: 1. Excavate the top 6 ft of the soil backfill behind the existing MSE wall.
2. Instrument MSE reinforcements and piles with strain gauges.
3. Re-compact the top 6 ft of the soil backfill behind the existing MSE wall.
4. Conduct cyclic lateral pile load testing.
5. Conduct fixed-head lateral pile load testing.
6. Conduct lateral pile load testing of larger-diameter piles (24-inch diameter), to be newly placed between cut-off existing piles.
7. Conduct lateral pile load testing of a pile group.
8. Develop p-multipliers for Phase 2 lateral pile load testing results, compare these with the Phase 1 results, and update the overall p-multiplier equation as necessary.
9. Develop tensile force equations for Phase 2 lateral pile load testing results, compare these with the Phase 1 results, and update the overall tensile force equations as necessary.
10. Submit a final report that documents the Phase 2 research effort.
11. Report results to TAC committee members in video conferences.
12. Make presentations at American Association of State Highway and Transportation Officials (AASHTO) bridge engineers� committee meetings and Transportation Research Board (TRB) events to aid in national efforts to implement the study results. |