Technical Papers
Jun 10, 2022

Physical Modeling of Temperature Influence on Performance of Geogrid-Reinforced Retaining Walls Considering Backfill Type Effect

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Publication: Journal of Cold Regions Engineering
Volume 36, Issue 3

Abstract

Field measurements show that the seasonal change of the ambient temperature has a significant effect on the performance of geogrid-reinforced retaining (GRR) walls. To investigate the effect of the ambient temperature change on the temperature field inside the GRR walls and the mechanical behaviors of the GRR walls, two physical model tests were conducted using a custom-made model test box. The test box was encased within a temperature-controlled tank to simulate the ambient temperature change and thus to investigate the performance of the GRR walls under the seasonal ambient temperature change. Two types of backfill material, sand and clay, were used in the physical model tests to consider the backfill type effect. Settlement at the top surface, lateral deformation of facing panels, vertical and lateral earth pressures, and geogrid strains were monitored to understand the variation of mechanical performance of the GRR walls with the ambient temperature change. Test results demonstrated that: (1) the ambient temperature has a more significant influence on the temperature field inside the GRR model wall backfilled with sand than that inside the GRR model wall backfilled with clay; (2) under a low ambient temperature of −15°C, the temperature near both the top surface and facing panels decreased to below the freezing point and the vertical frost depth of the model GRR wall backfilled with sand was greater than that of the GRR model wall backfilled with clay; and (3) the measurements indicate that the ambient temperature has a more significant effect on the mechanical performance of the GRR model wall backfilled with clay than that of the wall backfilled with sand, especially under low ambient temperature (i.e., −5°C to −15°C).

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Acknowledgments

This research work was financially supported by Grants No. 52078182, No. 41877255 from the National Natural Science Foundation of China, and No. E2018202108 from Hebei Province Natural Science Foundation. Their financial support is gratefully acknowledged.

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Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 36Issue 3September 2022

History

Received: Feb 2, 2021
Accepted: May 7, 2022
Published online: Jun 10, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 10, 2022

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Fei-Long Cui [email protected]
Ph.D. Student, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China. Email: [email protected]
Cheng-Zhi Xiao, Ph.D. [email protected]
Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China (corresponding author). Email: [email protected]
Fei Wang, Ph.D. [email protected]
P.E.
Assistant Professor, School of Engineering, Tarleton State Univ., Stephenville, TX 76402. Email: [email protected]
Zi-Han Wang, Ph.D. [email protected]
Lecturer, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China. Email: [email protected]
Lu-Qiang Ding, Ph.D. [email protected]
Post-doctor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China. Email: [email protected]
Wen-Ling Tian, Ph.D. [email protected]
Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjian 300401, China. Email: [email protected]

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Cited by

  • Numerical simulation of the performance of GRS walls considering freeze-thaw cycles, Geosynthetics International, 10.1680/jgein.22.00368, (1-18), (2023).
  • Determining performance of two-tiered GRS walls subjected to traffic cyclic loading, Geosynthetics International, 10.1680/jgein.22.00260, (1-18), (2023).

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