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