Use of tire-derived aggregate for seismic mitigation of buried pipelines under strike-slip faults
Compressible materials can be backfilled in the trench to reduce the soil restraints on buried pipelines at fault crossings. The potential of using tire-derived aggregate (TDA) as a backfill material for seismic mitigation of pipelines is investigated herein. A continuum-based three-dimensional fini...
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Published in | Soil dynamics and earthquake engineering (1984) Vol. 115; pp. 495 - 506 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Barking
Elsevier Ltd
01.12.2018
Elsevier BV |
Subjects | |
Online Access | Get full text |
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Summary: | Compressible materials can be backfilled in the trench to reduce the soil restraints on buried pipelines at fault crossings. The potential of using tire-derived aggregate (TDA) as a backfill material for seismic mitigation of pipelines is investigated herein. A continuum-based three-dimensional finite element model for pipelines with trench mitigation is calibrated against experimental measurements. A comparative study is then performed to assess the impact of trench configurations and soil/pipe properties on TDA mitigation. Results indicate that TDA mitigation can generally increase the critical fault offset that a pipe can withstand by at least 20%, which is more effective than other conventional techniques, such as replacing native soils with loosely compacted soils, upgrading the pipe class, increasing the pipe wall thickness, and reducing the burial depth. Design implications of enlarging the trench and aligning the pipe at a fault-pipe crossing angle of 90° are recommended for improving the mitigation efficiency.
•A seismic mitigation measure is proposed by backfilling the trench using TDA.•3D finite element modelling is conducted to analyze pipelines at fault crossings.•Use of TDA trench increases the critical fault offset for pipelines by at least 20%.•TDA mitigation is more effective than other conventional mitigation techniques. |
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ISSN: | 0267-7261 1879-341X |
DOI: | 10.1016/j.soildyn.2018.09.018 |