This paper deals with surface wave propagation （WP） effects on buried segmented pipelines. Both simplified analytical model and finite element （FE） model are developed for estimating the axial joint pullout moveme...This paper deals with surface wave propagation （WP） effects on buried segmented pipelines. Both simplified analytical model and finite element （FE） model are developed for estimating the axial joint pullout movement of jointed concrete cylinder pipelines （JCCPs） of which the joints have a brittle tensile failure mode under the surface WP effects. The models account for the effects of peak ground velocity （PGV）, WP velocity, predominant period of seismic excitation, shear transfer between soil and pipelines, axial stiffness of pipelines, joint characteristics, and cracking strain of concrete mortar. FE simulation of the JCCP interaction with surface waves recorded during the 1985 Michoacan earthquake results in joint pullout movement, which is consistent with the field observations. The models are expanded to estimate the joint axial pullout movement of cast iron （CI） pipelines of which the joints have a ductile tensile failure mode. Simplified analytical equation and FE model are developed for estimating the joint pullout movement of CI pipelines. The joint pullout movement of the CI pipelines is mainly affected by the variability of the joint tensile capacity and accumulates at local weak joints in the pipeline.展开更多
基金funded by the Earthquake Engineering Research Centers Program of the National Science Foundation (NSF), under grant number EEC-9701471, through the Multidisciplinary Center for Earthquake Engineering Research (MCEER)the NSFMCEER
文摘This paper deals with surface wave propagation （WP） effects on buried segmented pipelines. Both simplified analytical model and finite element （FE） model are developed for estimating the axial joint pullout movement of jointed concrete cylinder pipelines （JCCPs） of which the joints have a brittle tensile failure mode under the surface WP effects. The models account for the effects of peak ground velocity （PGV）, WP velocity, predominant period of seismic excitation, shear transfer between soil and pipelines, axial stiffness of pipelines, joint characteristics, and cracking strain of concrete mortar. FE simulation of the JCCP interaction with surface waves recorded during the 1985 Michoacan earthquake results in joint pullout movement, which is consistent with the field observations. The models are expanded to estimate the joint axial pullout movement of cast iron （CI） pipelines of which the joints have a ductile tensile failure mode. Simplified analytical equation and FE model are developed for estimating the joint pullout movement of CI pipelines. The joint pullout movement of the CI pipelines is mainly affected by the variability of the joint tensile capacity and accumulates at local weak joints in the pipeline.
