The control study on long pile and short pile composite foundation settlement
Zhan Xiang-yuan
Abstract
Zhan Xiang-yuan
Abstract
With the development of composite foundation theory,the composite foundation has comprehensive application.Its optimization design has also improved the application of long pile and short pile composite foundation.Under the requirements of bearing capacity,the composite foundation settlement control is the key to identify the successful foundation treatment.In this paper,the author discusses the rules and influencing factors about settlement deformation of long pile and short pile composite foundation,and then concludes the methods on how to optimize the design of long pile and short pile composite foundation,in order to provide reference to similar projects.
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.
With the development of composite foundation theory,the composite foundation has comprehensive application.Its optimization design has also improved the application of long pile and short pile composite foundation.Under the requirements of bearing capacity,the composite foundation settlement control is the key to identify the successful foundation treatment.In this paper,the author discusses the rules and influencing factors about settlement deformation of long pile and short pile composite foundation,and then concludes the methods on how to optimize the design of long pile and short pile composite foundation,in order to provide reference to similar projects.
Key concepts: Pile, Foundation (evidence), Settlement (finance), Composite number, Engineering, Geotechnical engineering, Bearing capacity, Civil engineering