DocumentCode :
3215517
Title :
The analysis of composite foundation with compound pile to resist soil liquefaction
Author :
Yuqin, Feng ; Yinghao, Wang
Author_Institution :
Sch. of Archit. & Civil Eng., Inner Mongolia Univ. of Sci. & Technol., Baotou, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2710
Lastpage :
2713
Abstract :
Based on a practical engineering project, which uses composite foundation with CFG (long pile) & gravel piles (short pile) to deal with the soil liquefaction in Inner Mongolia, the composite foundation´s capacity and resist liquefaction ability are analyzed in the paper. Furthermore, the design and test results of the composite foundation with CFG & gravel piles are also discussed. Above conclusion becomes territorial experience on using composite foundation with CFG & gravel piles to resist liquefaction.
Keywords :
foundations; geotechnical engineering; liquefaction; soil; Inner Mongolia; composite foundation; compound pile; gravel piles; soil liquefaction; Architecture; Buildings; Compounds; Educational institutions; Presses; Resists; Soil; composite foundation; compound pile; soil liquefaction; test;
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.2011.5774235
Filename :
5774235
Link To Document :
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