Extended monitoring of earth pressures behind a 90 m integral bridge
dc.contributor.author | Morley, Douglas G. | |
dc.contributor.author | Skorpen, Sarah Anne | |
dc.contributor.author | Adendorff, Jurie F. | |
dc.contributor.author | Kearsley, Elsabe P. | |
dc.contributor.author | Jacobsz, Schalk Willem | |
dc.contributor.author | Madabhushi, Gopal S.P. | |
dc.contributor.email | sw.jacobsz@up.ac.za | |
dc.date.accessioned | 2025-05-06T10:32:17Z | |
dc.date.available | 2025-05-06T10:32:17Z | |
dc.date.issued | 2025-04 | |
dc.description | DATA AVAILABILITY STATEMENT : Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request. | |
dc.description.abstract | Despite the popularity of integral bridges, long-term field data are required to better understand the soil strain ratcheting behavior that occurs with thermal cycles. This work presents over 6 years of field data collected from the Van Zylspruit Bridge, a 90-m-long integral bridge in South Africa. Sensors recording temperature, abutment movement, earth pressure, and soil water content were used to understand bridge behavior. Results show only a small increase in earth pressure over time, far less than that expected from physical modeling. One explanation for this may be the smaller-than-expected thermal movements recorded. Further possibilities were investigated through the small-scale modeling of a 1.5-m RC abutment, from which it was found that the starting position of the abutment and concrete drying shrinkage are both unlikely to contribute to the pressure buildup, while soil water content may play a part through the suctions generated. Based on these findings, the strain ratcheting of earth pressures in the field appears to be less severe than modeling efforts would suggest. | |
dc.description.department | Civil Engineering | |
dc.description.librarian | hj2025 | |
dc.description.sdg | SDG-09: Industry, innovation and infrastructure | |
dc.description.sdg | SDG-13: Climate action | |
dc.description.sponsorship | Field monitoring was supported by the South African National Roads Agency SOC Ltd, Mott Macdonald PDNA, Aveng Grinaker LTA, and the SANRAL RFA 7a2 Integral Bridge Research Team. Financial support provided by the EPSRC CDT in Future Infrastructure and Built Environment (FIBE2 CDT) and National Highways. | |
dc.description.uri | https://ascelibrary.org/journal/jbenf2 | |
dc.identifier.citation | Morley, D.G., Skorpen, S.A., Adendorff, J.F. et al. 2025, 'Extended monitoring of earth pressures behind a 90 m integral bridge', Journal of Bridge Engineering, vol. 30, no. 4, art. 4025014, doi : 10.1061/JBENF2.BEENG-7188. | |
dc.identifier.issn | 1084-0702 (print) | |
dc.identifier.issn | 1943-5592 (online) | |
dc.identifier.other | 10.1061/JBENF2.BEENG-7188 | |
dc.identifier.uri | http://hdl.handle.net/2263/102304 | |
dc.language.iso | en | |
dc.publisher | American Society of Civil Engineers | |
dc.rights | © 2025 American Society of Civil Engineers. | |
dc.subject | Integral bridges | |
dc.subject | Thermal cycles | |
dc.subject | Van Zylspruit Bridge | |
dc.subject | South Africa (SA) | |
dc.subject | Earth pressure | |
dc.subject | Strain ratcheting | |
dc.title | Extended monitoring of earth pressures behind a 90 m integral bridge | |
dc.type | Postprint Article |