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Design and Analysis of the Deep Substructure's Uplift Piles in the Project of Shanghai World Exposition 500kV Underground Electric Substation

Wang Weidong,Weng Qiping,Wu Jiangbin(East China Architecture Design Institute,Shanghai 200002,China)  
Shanghai World Exposition 500kV high-capacity underground electric substation has the architectural diameter of 130 meters and buried depth of 34 meters,and during the application stage,the cast-in-place pile with the depth of 82.3 meters is used as the uplift foundation.The key problem of uplift piles in deep buried substructure compared to underground engineering with shallow bury depth is how to reflect the influence of deep excavation off-loading on the uplift piles' bearing characteristic and capacity.The influence mainly includes:deduction of the deep substructure uplift piles' side friction resistance in the ground test piles' excavated segment,unfavorable action of the bearing capacity from the pressure looseness of soil around the pile and the pre-tension axial force of piles from the foundation rebound after the excavation.Based on the project of Shanghai World Exposition 500kV underground substation,it has been researched and discussed the three mentioned key problems of bearing uplift piles characteristic in the projects of deep excavation by the field test and finite element method.
【Fund】: 上海市科委重点攻关项目 深层地下结构开发关键技术研究(052112010)
【CateGory Index】: TU753.3
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