DocumentCode :
3236265
Title :
Research and application of single pile ultimate bearing capacity of screwed filling pile
Author :
Zhang Mei-xia ; Dong Dao-jun ; Shao Jie-li
Author_Institution :
Fac. of Eng., China Univ. of Geosci., Wuhan, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2491
Lastpage :
2493
Abstract :
Screwed filling pile is a new kind of pile which has advantages of high bearing capacity, low construction cost, convenient construction and non-environmental pollution. But this technique is at the early stage of development, research work is not systematic. In order to promote engineering application of screwed filling pill, this paper analyzed its failure mechanism, introduced three computation methods of single pile ultimate bearing capacity and put forward an empirical formula which was applied in an actual engineering example. Compared with the static load experiment results and the predicted results with hyperbola method of three piles, the empirical formula of single pile ultimate bearing capacity is feasible and practical.
Keywords :
foundations; stress analysis; convenient construction; low construction cost; nonenvironmental pollution; screwed filling pile; single pile ultimate bearing capacity; Buildings; Electronic mail; Failure analysis; Filling; Fitting; Geology; Soil; Engineering Application; bearing loads failure mechanism; hyperbola method; screw filling pile; single pile ultimate bearing capacity;
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.2011.5775239
Filename :
5775239
Link To Document :
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