Downdrag in pile design: testing instrumented h-piles to advance engineering practice in Manitoba

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dc.contributor.authorBartz, James
dc.contributor.examiningcommitteeDeng, Lijun (University of Alberta)en_US
dc.contributor.examiningcommitteeKenyon, Rob (Civil Engineering)en_US
dc.contributor.examiningcommitteeMaghoul, Pooneh (Civil Engineering)en_US
dc.contributor.examiningcommitteeMann, Danny (Biosystems Engineering)en_US
dc.contributor.supervisorBlatz, James (Civil Engineering)en_US
dc.date.accessioned2021-11-25T21:58:16Z
dc.date.available2021-11-25T21:58:16Z
dc.date.copyright2021-11-24
dc.date.issued2021en_US
dc.date.submitted2021-11-24T17:48:54Zen_US
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelDoctor of Philosophy (Ph.D.)en_US
dc.description.abstractDesign of piles subject to ground settlement requires evaluation of three limit states including the geotechnical ultimate limit state (ULS), the structural ULS, and serviceability limit state (SLS). The structural ULS and SLS can be evaluated by performing a neutral plane analysis to calculate pile settlement and the maximum force in the pile under serviceability loads. The resistance distribution and tip stiffness of the pile are required input for a neutral plane analysis. The theoretical approach for evaluating the geotechnical ULS can differ for various design codes. The Canadian Highway Bridge Design Code (CHBDC) neglects negative skin friction when assessing the geotechnical ULS. The AASHTO LRFD Bridge Design Specifications includes drag force as an additional load on the pile and neglects shaft resistance where negative skin friction exists. Both codes are specified in Manitoba, and it is unclear how this discrepancy in codes affects bridge foundation design. A test pile program was developed to test the underlying theory behind evaluating the geotechnical ULS for the two bridge design codes and to quantify impacts on foundation design. The study was also designed to improve estimates of resistance distribution and tip stiffness of piles using dynamic testing with CAPWAP analysis and piezocone testing. Instrumented test piles were installed through a compressible clay layer to a hard end bearing stratum, then subjected to ground settlement by construction of a surrounding embankment. The capacity of the piles was measured during installation with dynamic testing and after experiencing ground settlement with static load testing. A load transfer model was calibrated to observations from the static load tests to model the pile capacity, settlement, and drag force for varying serviceability loads and distributions of negative skin friction. The results show that negative skin friction did not detrimentally affect the pile capacity. It was found that estimates of resistance distribution and pile tip stiffness using CAPWAP analysis were improved by considering residual stresses and setup. It is concluded that the geotechnical ULS calculations according to the AASHTO LRFD Bridge Design Specifications can result in more conservative foundation designs, requiring more piles, than compared to the CHBDC.en_US
dc.description.noteFebruary 2022en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2020. Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction. Canadian Geotechnical Journal, 57(7): 1092–1098. doi:10.1139/cgj-2019-0247.en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2021. Reply to the discussion by Fellenius on “Comparison of Canadian Highway Bridge Design Code and AASHTO LRFD Bridge Design Specifications regarding pile design subject to negative skin friction.” Canadian Geotechnical Journal, 58(6): 918. doi:10.1139/cgj-2020-0559.en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2021. Considerations for measuring residual stresses in driven piles with vibrating wire strain gauges. Canadian Geotechnical Journal, accepted, doi: 10.1139/cgj-2020-0614.en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2021. Capacity of piles subject to downdrag: A comparison of North American bridge design codes and observations from a full-scale test pile program. Canadian Geotechnical Journal, manuscript No. cgj-2021-0294, in review.en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2021. Estimating pile tip stiffness and shaft resistance distribution of driven piles with dynamic testing and CAPWAP. Canadian Geotechnical Journal, manuscript No. cgj-2021-0430, in review.en_US
dc.identifier.citationBartz, J.R., and Blatz, J.A. 2021. Correlation of Cone Pentration Test (CPTu) methods to predict shaft resistance of a driven steel H-pile in silty clay. Canadian Geotechnical Journal, manuscript No. cgj-2021-0416, in review.en_US
dc.identifier.urihttp://hdl.handle.net/1993/36122
dc.language.isoengen_US
dc.rightsopen accessen_US
dc.subjectDowndragen_US
dc.subjectH-pileen_US
dc.subjectDesign codeen_US
dc.subjectDynamic testen_US
dc.subjectCone penetration testen_US
dc.subjectNegative skin frictionen_US
dc.subjectDrag forceen_US
dc.subjectStrain gaugeen_US
dc.subjectSetupen_US
dc.titleDowndrag in pile design: testing instrumented h-piles to advance engineering practice in Manitobaen_US
dc.typedoctoral thesisen_US
local.subject.manitobayesen_US
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