DocumentCode
3255313
Title
Characteristics and design method of geogrid-reinforced and CFG pile-supported embankment for high-speed railway
Author
Guo-dong, He ; Feng, Han
Author_Institution
Sch. of Civil Eng., Lanzhou Jiaotong Univ., Lanzhou, China
fYear
2011
fDate
22-24 April 2011
Firstpage
4857
Lastpage
4860
Abstract
The design method of geogrid-reinforced and cement-flyash-gravel (CFG) pile-supported embankment is discussed, based on its characteristics, reinforcing effect and the current engineering practices, which would be helpful to similar construction.
Keywords
cements (building materials); construction industry; design; fly ash; foundations; railway engineering; structural engineering; CFG pile supported embankment; design method; geogrid reinforced cement flyash gravel pile supported embankment; high speed railway; reinforcing effect; Civil engineering; Concrete; Design methodology; Educational institutions; Helium; Rail transportation; Tin; CFG pile; geogrid-reinforced and pile-supported structure; subgrade settlement;
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.2011.5776158
Filename
5776158
Link To Document