DocumentCode
3218186
Title
Analysis on bearing capacity calculation and adjustment factor of JPP pile
Author
Ren Lianwei ; Gangqiang, Kong
Author_Institution
Sch. of Civil Eng., Henan Polytech. Univ., Jiaozuo, China
fYear
2011
fDate
22-24 April 2011
Firstpage
1970
Lastpage
1973
Abstract
Jet grouting soil-cement-Pile strengthened Pile (JPP) is a new kind of composite pile composed of high pressure jet grouting pile and prestressed concrete core pile, this technology has more advantages, for example, High bearing capacity, being constructed quickly, good economic performance and so on, and is very suitable for using in soft area. Main combination forms, technical characteristics and on-site detection methods of JPP pile are introduced. JPP pile is a new type of composite pile and its capacity calculation is not perfect. Considering possible damage patterns and composite features of JPP pile, a simplified calculation method for ultimate bearing capacity is proposed, and its adjustment factor formula is also put forward, finally this method´s validity is verified by engineering example. There is some practical significance for guiding engineering practice by using this calculation method.
Keywords
cements (building materials); composite materials; fluid mechanics; foundations; jets; soil; structural engineering; JPP pile; adjustment factor formula; bearing capacity calculation; composite pile composition; high bearing capacity; high pressure jet grouting pile; jet grouting soil cement pile strengthened pile; on site detection methods; prestressed concrete core pile; Concrete; Laboratories; Manganese; Radio access networks; Rocks; Soil; JPP pile; adjustment factor; capacity calculation; combination forms;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5774373
Filename
5774373
Link To Document