Lateral Load Field Tests on Pile Groups, Phase 3

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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
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

Objectives

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.

Comments

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.

Lateral Load Field Tests on Pile Groups, Phase 3

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
Commitments by Organizations
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

Objectives

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.

Comments

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.

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