Road Embankments on Seasonally-Frozen Peat Foundations

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dc.contributor.authorDe Guzman, Earl Marvin
dc.contributor.examiningcommitteeBlatz, James (Civil Engineering) Sri Ranjan, Ramanathan (Biosystems Engineering)en_US
dc.contributor.supervisorAlfaro, Marolo (Civil Engineering)en_US
dc.date.accessioned2015-03-20T19:37:24Z
dc.date.available2015-03-20T19:37:24Z
dc.date.issued2014-09en_US
dc.date.issued2014-09en_US
dc.date.issued2014-09en_US
dc.date.issued2013-09en_US
dc.date.issued2013-09en_US
dc.degree.disciplineCivil Engineeringen_US
dc.degree.levelMaster of Science (M.Sc.)en_US
dc.description.abstractMuskeg or peat deposits cover large areas in northern Manitoba. Test sections of a newly constructed highway on peat were instrumented to investigate their performance and to develop more economical means of construction method. Test Section ‘A’ was constructed with geotextile base layer while Section ‘B’ was with geotextile and corduroys (timber logs). The test sections were constructed during winter for ease in mobilizing construction equipment at the site when the ground was frozen and were instrumented to observe its behaviour and performance. Settlements were measured using monitoring plates and pins. Ground temperatures were measured using thermistors. Porewater pressures were measured using vibrating wire piezometers. Peat in the study area has an average thickness of 4m, with the upper layer classified as fibrous and the lower layer as amorphous with strong to complete decomposition. Standard laboratory tests were conducted on bored samples from the site. Hydraulic conductivity tests were carried out at different vertical pressures to determine its permeability. Thermal conductivity was determined at frozen and unfrozen state of peat. Conventional incremental oedometer tests were conducted to determine the compressibility parameters and secondary compression indices of the peat layers. Constant-rate-of-strain (CRS) tests were also performed to supplement the results obtained from the conventional method. Isotropically-Consolidated Undrained (CIŪ) triaxial tests were carried out to determine the shear strength of peat. A commercially-available computer program was used in the numerical modelling to simulate the field performance of the instrumented sections. The results from numerical modelling were reasonably close to the measured values in the field. Laboratory-scale physical modelling was undertaken to understand further the operating mechanisms involved in the performance of the two test sections under a more controlled environment. Artificial transparent clay that has similar deformation properties with most of the natural clays and peats was used as foundation material. It allows determination of spatial deformations beneath the embankment using Particle Image Velocimetry (PIV) technique. The load-settlement behaviour in the field was also reasonably simulated in the laboratory-scaled physical model. Deformation patterns from PIV indicate that embankment with geotextile layer and corduroy has smaller settlements and lateral movements in the foundation compared to that of the embankment with only geotextile layer.en_US
dc.description.noteMay 2015en_US
dc.identifier.citationDe Guzman, E.M.B. and Alfaro, M.C. 2014. Numerical and Physical Modelling of Road Embankments on Seasonally-Frozen Peat. 67th Canadian Geotechnical Conference. Regina, SK.en_US
dc.identifier.citationDe Guzman, E.M.B. and Alfaro, M.C. 2014. Utilization of Local Timber Logs in Highway Embankment Construction. International Symposium on Woods Utilization. Saga, Japan.en_US
dc.identifier.citationDe Guzman, E.M.B. and Alfaro, M.C. 2014. Characterization of Peat in Northern Manitoba, Canada. 9th International Symposium on Lowland Technology. Saga, Japan.en_US
dc.identifier.citationDe Guzman, E.M.B. and Alfaro, M. 2013. Performance of Highway Embankment on Peat Deposits Constructed under Winter Conditions. 66th Canadian Geotechnical Conference. Montreal, QC.en_US
dc.identifier.citationDe Guzman, E.M.B. and Alfaro, M. 2013. Engineering Characteristics of Peat Deposits in Northern Manitoba. 66th Canadian Geotechnical Conference. Montreal, QC.en_US
dc.identifier.urihttp://hdl.handle.net/1993/30306
dc.language.isoengen_US
dc.publisherCanadian Geotechnical Society - Proceedings of the 67th Canadian Geotechnical Conferenceen_US
dc.publisherInternational Association of Lowland Technologyen_US
dc.publisherCanadian Geotechnical Society - Proceedings of the 66th Canadian Geotechnical Conferenceen_US
dc.rightsopen accessen_US
dc.subjectpeaten_US
dc.subjectseasonally-frozen grounden_US
dc.subjectroad embankmentsen_US
dc.subjectlaboratory testingen_US
dc.subjectnumerical modellingen_US
dc.subjectphysical modellingen_US
dc.titleRoad Embankments on Seasonally-Frozen Peat Foundationsen_US
dc.typemaster thesisen_US
local.subject.manitobayesen_US
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