Evaluation of Temperature and Humidity Effects on High Pile Foundation Platforms in Yakutia

International Multi-Conference on Industrial Engineering and Modern technologies

Poselskiy, F.F.^1 ; Nazarov, T.A.^1 ; Budilov, D.V.^2

Engineering Technical Institute, North-Eastern Federal University Named after M. K. Ammosov, 58 Belinskiy Str, Yakutsk

677000, Russia^1

Llc Research-and-production Association Stroyconsulting, 23 Petrovskogo Str, Yakutsk

677000, Russia^2

关键词: Foundation structures;    Stress strain state;    Temperature and humidities;    Unsteady temperatures;    Yakutia;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/463/3/032078/pdf
DOI  :  10.1088/1757-899X/463/3/032078

来源: IOP

【 摘 要 】

The finite-element analysis of the stress-strain state of the pile foundation structures of the building is performed in the work, taking into account the different humidity of concrete and soils under conditions of unsteady temperature variation of the outside air.