Abstract
Designing petroleum tanks that are inter-related with pipelines in a founding position containing very compressible soil are a challenging task, particularly when a possible high-water table and considerably high seismicity are also present. Some of the issues that occur are the problems of the time dependence of settlement behavior as well as the earthquake response of the soil–structure interaction system. This work intends to portray the following: (a) an estimation of the foundations and the corresponding consolidation time response and (b) the earthquake-induced geohazard as well as the soil–structure interaction considered for the foundation of the tanks alongside pipelines in a suburban area in Greece, namely Kalochori of Thessaloniki. A numerical analysis considering the dynamic and static behavior and inter-relation among the soil mass and the buried pipeline alongside the system of the foundation type and the soil beneath is performed. Also, the foundation type that was finally chosen as the optimized solution, namely the set of gravel piles and the subsequent prestress loading, is presented and discussed. Taking into account that the soil in the vicinity of the foundation will have its shear strength during an earthquake decreased to almost zero, risk reduction actions may be suggested for large stresses imposed on the pipeline. The methodology for the dimensionality of the gravel pile group as well as the preloading session indicate that a substantial reduction in the displacements of more than 50% is obtained with the combination of the methods, something that would not be feasible if the methods were implemented individually.
Published Version
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