The Applied Analysis of Static Pressure Prestressed Pipe Pile in Cohesive Soil

Abstract:

The article analysis and summary how to control the final pressure value of site operation by taking project in Changchun as an example when the cohesive soil layer use static prestressed concrete pipe pile foundation, putting forward the methods and suggestions of controlling final pressure value.

• Periodical: Advanced Materials Research (Volumes 962-965)
• Pages: 1047-1050
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.962-965.1047
• Online since: June 2014
• Authors: Ya Jun Yin*, Xiao Long Liu, Yong Mei Qian
• Keywords: Cohesive Soil, Final Pressure Value, Pile Side Resistance, Static Pressure Prestressed Concrete Pipe Pile, Vertical Ultimate Bearing Capacity of Single Pile

References

[1] Technical code for building pile foundation JGJ94-2008; (In Chinese).

[2] Static prestressed concrete pipe pile foundation technology procedures DB22/497-2010; (In Chinese).

[3] Y. Chen, X.S. Yang: Settlement analysis of prestressed concrete pipe pile under vertical load, construction quality; (In Chinese).

[4] L.Y. Li: Analysis of single pile vertical ultimate bearing capacity of prestressed pipe pile, geotechnical engineering; (In Chinese).

[5] Z.J. Xue, Z.Y. Li: The design and construction of prestressed concrete pipe pile foundation; (In Chinese).