Blast-Induced Dynamic Response of Buried Pipeline Systems

Summary

The dynamic interaction between explosive loads and buried pipelines is a critical concern for energy infrastructure resilience and public safety. When an explosion occurs in proximity to an underground pipeline, a high-pressure blast wave propagates through the soil, generating rapid ground vibrations and transient stresses in the pipe wall. The response of the pipeline depends on factors such as soil type and confinement, burial depth, pipe material and geometry, and the magnitude and proximity of the blast. Modern research combines full-scale field experiments, laboratory measurements of vibration velocity and dynamic strain, and advanced numerical simulations to characterise the attenuation of blast energy with distance, identify peak circumferential and axial strain locations, and establish safe vibration thresholds. Improved understanding of the relationships between ground peak particle velocity, pipe peak vibration velocity and hoop stress has led to practical guidelines for explosion design criteria, maintenance of operational integrity and mitigation measures such as increased burial depth, enhanced backfill compaction or protective encasements. Such advances support risk assessment and inform standards to safeguard oil, gas and water transmission networks worldwide.

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Blast-Induced Dynamic Response of Buried Pipeline Systems publication trend

The graph below shows the total number of articles in blast-induced dynamic response of buried pipeline systems across all publications each year (not limited to Nature Index journals).

Technical terms

Blast wave: A rapidly propagating pressure front generated by explosive detonation, transmitting energy through soil and structures.

Peak Particle Velocity (PPV): The maximum instantaneous speed of soil or pipe particles induced by a dynamic load, used as a key damage criterion.

Hoop strain: The circumferential deformation per unit length in a pipe wall resulting from internal or external pressure waves.

Scaled distance: A dimensionless parameter combining charge mass and stand-off distance, employed to generalise blast effects across different scenarios.

Finite Element Method (FEM): A computational technique that divides a complex structure into discrete elements to predict its stress, strain and dynamic response under loading.

References

  1. Determination of Blast Vibration Safety Criteria for Buried Polyethylene Pipelines Adjacent to Blast Areas, Using Vibration Velocity and Strain Data. Sensors (2023).
  2. Effect of Excavation Blasting in the Arch Cover Method on Adjacent Existing Pipelines in a Subway Station. Applied Sciences (2022).
  3. Determination of Blasting Vibration Safety Criterion for HDPE Pipeline Using Vibration and Strain Data in a Coastal Metro Line. Sensors (2021).

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