Influence of Permafrost Table Downward Shift on the Foundation Pile Force of the Bridge Pile Foundation in Permaforst Regions
Min Li
Abstract
Min Li
Abstract
In the background of global climate getting warmer and the impact of human factors,the carrying capacity of permafrost engineering foundation changes with the variation of permafrost table.The numerical value of foundation pile is simulated and analysed according to the pile foundation bearing performance of the bridge on Qinghai-Tibet Railway.The influential rule of permafrost table variation on foundation pile force and displacement is obtained by comparing the internal force and displacement of foundation pile under the condition of permafrost table variation,which provides reference for pile foundation design and construction of the permafrost bridge.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
In the background of global climate getting warmer and the impact of human factors,the carrying capacity of permafrost engineering foundation changes with the variation of permafrost table.The numerical value of foundation pile is simulated and analysed according to the pile foundation bearing performance of the bridge on Qinghai-Tibet Railway.The influential rule of permafrost table variation on foundation pile force and displacement is obtained by comparing the internal force and displacement of foundation pile under the condition of permafrost table variation,which provides reference for pile foundation design and construction of the permafrost bridge.
Key concepts: Permafrost, Pile, Foundation (evidence), Geotechnical engineering, Bridge (graph theory), Table (database), Geology, Engineering