土木学会全国大会年次学術講演会

Linear structures, such as buried pipelines and tunnels crossing of seismic faults, are difficult to set back from the fault, with no relevant specifications to avoid damage. Ground strain near the surface due to fault movement can lead to pipeline failure, resulting in economic and environmental consequences. The authors clarified maximum pipe strain under different fault parameters based on the elasticity theory of dislocation and proposed an estimation formula using regression analysis.