Financial Summary |
|
| Suggested Contribution: | |
| Commitment Start Year: | |
| Commitment End Year: | |
| 100% SP&R Approval: | Not Requested |
| Commitments Required: | |
| Commitments Received: | |
| Estimated Duration Month: | |
| Waiver Requested: | No |
Contact Information |
|
| Lead Study Contact(s): | Michelle Page |
| michellepage@utah.gov | |
| FHWA Technical Liaison(s): | Carl Ealy |
| Carl.Ealy@dot.gov | |
| Phone: 202-493-3039 | |
| Organization | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
|---|---|---|---|---|---|---|
| Arkansas Department of Transportation | 0 | $0.00 | ||||
| California Department of Transportation | 0 | $0.00 | ||||
| New York State Department of Transportation | 0 | $0.00 | ||||
| Utah Department of Transportation | 0 | $0.00 | Daniel Hsiao | 801-386-4929 | dhsiao@utah.gov | |
| Washington State Department of Transportation | 0 | $0.00 |
1) Evaluate the effect of pile spacing on measured p-multipliers and develop design curve for p-multipliers as a function of pile spacing. 2) Determine the validity of the p-multiplier concept for a larger (5 row) pile group and determine if p-multiplier values remain constant beyond the third row. 3) Determine the effect of cycle loading and gap formation in clays on the measured group effects and p-multipliers. 4) Examine the effect of cyclic loading and gap formation in clays on the measured dynamic resistance. 5) Evaluate the effect of pile diameter and stiffness on p-multiplier values for pile groups. 6) Evaluate the effect of uplift and compression on the lateral resistance of pile groups. 7) Provide a well documented case history for use in evaluating and calibrating computer and physical models.
Work has completed on this project. A draft final report has been sent to technical participants. A meeting will be held at Brigham Young University on March 29th to discuss the report findings. At this meeting, a proposal for a new pooled fund study for Phase 4 will be suggested. Phase 4 will look into passive resistance on pile caps. 2/14/01
No document attached.
General Information |
|
| Solicitation Number: | 228 |
| Status: | End Solicitation Phase |
| Date Posted: | Jul 01, 2002 |
| Last Updated: | Nov 15, 2002 |
| Solicitation Expires: | |
| Partners: | AR, CA, NY, UT, WA |
| Lead Organization: | Utah Department of Transportation |
Financial Summary |
|
| Suggested Contribution: | |
| Commitment Start Year: | |
| Commitment End Year: | |
| 100% SP&R Approval: | Not Requested |
| Commitments Required: | |
| Commitments Received: | |
Contact Information |
|
| Lead Study Contact(s): | Michelle Page |
| michellepage@utah.gov | |
| FHWA Technical Liaison(s): | Carl Ealy |
| Carl.Ealy@dot.gov | |
| Phone: 202-493-3039 | |
| Agency | Year | Commitments | Technical Contact Name | Funding Contact Name | Contact Number | Email Address |
|---|---|---|---|---|---|---|
| Arkansas Department of Transportation | 0 | $0.00 | ||||
| California Department of Transportation | 0 | $0.00 | ||||
| New York State Department of Transportation | 0 | $0.00 | ||||
| Utah Department of Transportation | 0 | $0.00 | Daniel Hsiao | 801-386-4929 | dhsiao@utah.gov | |
| Washington State Department of Transportation | 0 | $0.00 |
1) Evaluate the effect of pile spacing on measured p-multipliers and develop design curve for p-multipliers as a function of pile spacing. 2) Determine the validity of the p-multiplier concept for a larger (5 row) pile group and determine if p-multiplier values remain constant beyond the third row. 3) Determine the effect of cycle loading and gap formation in clays on the measured group effects and p-multipliers. 4) Examine the effect of cyclic loading and gap formation in clays on the measured dynamic resistance. 5) Evaluate the effect of pile diameter and stiffness on p-multiplier values for pile groups. 6) Evaluate the effect of uplift and compression on the lateral resistance of pile groups. 7) Provide a well documented case history for use in evaluating and calibrating computer and physical models.
Work has completed on this project. A draft final report has been sent to technical participants. A meeting will be held at Brigham Young University on March 29th to discuss the report findings. At this meeting, a proposal for a new pooled fund study for Phase 4 will be suggested. Phase 4 will look into passive resistance on pile caps. 2/14/01