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In order to explore the effects of ground shaking o n buried lifelines new experiments were devised. Si ngle gravity model shaking table experiments were developed and conducted to examine the response of instrumented pipes buried in dry sand when subjected to shaking. This study was aimed to obtain a better understanding of the behaviour of such structures b y considering the effects of geometrical complicati ons. Since, such structures may be close to underground concrete walls of adjacent buildings in an urban en vironment, the influence of nearby concrete structure was also investigated. Details of the experimenta l setup and procedures are first explained. Then, test data are discussed in terms of longitudinal bending moment and soil pressure distribution of model structures.

Model Tests on the Seismic Response of Buried Lifelines of Complicated Geometry