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Federal Highway Administration > Publications > Research > Structures > A Laboratory and Field Study of Composite Piles for Bridge Substructures |
Publication Number: FHWA-HRT-04-043 |
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This appendix contains the results of all the interface tests performed for the interface study described in chapter 3.
|
Pile/Material |
Density Sand (1) |
Model Sand (2) |
|---|---|---|
|
Lancaster composite FRP shell (CP40) |
Figure 221 |
Figure 228 |
|
Hardcore composite FRP shell (24-4) |
Figure 222 |
Figure 229 |
|
Hardcore FRP plate-untreated surface |
Figure 223 |
Figure 230 |
|
Hardcore FRP plate-treated surface |
Figure 224 |
Figure 231 |
|
PPI plastic pile |
Figure 225 |
Figure 232 |
|
Prestressed concrete pile |
Figure 226 |
Figure 233 |
|
Steel sheet pile |
Figure 227 |
Figure 234 |
Notes: (1) See table 10, chapter 3, for a summary of interface shear test results on Density sand.
(2) See table 11, chapter 3, for a summary of interface shear test results on Model sand.

Figure 221. Graphs. Interface shear test results, Density
sand-to-Lancaster FRP shell interface.

Figure 222. Graphs. Interface shear test results, Density
sand-to-Hardcore FRP shell interface.

Figure 223. Graphs. Interface shear test results, Density
sand-to-Hardcore FRP plate (untreated) interface.

Figure 224. Graphs. Interface shear test results, Density
sand-to-treated Hardcore FRP plate interface.

Figure 225. Graphs. Interface shear test results, Density
sand-to-plastic interface.

Figure 226. Graphs. Interface shear test results, Density
sand-to-concrete interface.

Figure 227. Graphs. Interface shear test results, Density
sand-to-steel interface.

Figure 228. Graphs. Interface shear test results, Model
sand-to-Lancaster FRP shell interface.

Figure 229. Graphs. Interface shear test results, Model
sand-to-Hardcore FRP shell interface.

Figure 230. Graphs. Interface shear test results, Model
sand-to-Hardcore FRP plate (untreated) interface.

Figure 231. Graphs. Interface shear test results, Model
sand-to-treated Hardcore FRP plate interface.

Figure 232. Graphs. Interface shear test results, Model
sand-to-plastic interface.

Figure 233. Graphs. Interface shear test results, Model
sand-to-concrete interface.

Figure 234. Graphs. Interface shear test results, Model
sand-to-steel interface.
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Topics: research, infrastructure, structures, pavements, concrete, design, jointed, fiber-reinforced polymer, FRP, dowels Keywords: research, structures, Composite piles, driven piles, dynamic analysis of piles, FRP piles, recycled plastic piles, CAPWAP TRT Terms: research, infrastructure, Facilities, Structures, Piling (Civil engineering)--Testing, Bridges--Foundations and piers--Testing, Lateral loads, Bridge decks, Piles (Supports), Dynamic structural analysis Updated: 04/23/2012
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