Use of the piezocone test to predict the axial capacity of driven and jacked piles in clay
作者:
Marcio SS Almeida,
Fernando AB Danziger,
Tom Lunne,
期刊:
Canadian Geotechnical Journal
(NRC Available online 1996)
卷期:
Volume 33,
issue 1
页码: 23-41
ISSN:0008-3674
年代: 1996
DOI:10.1139/t96-022
出版商: NRC Research Press
数据来源: NRC
摘要:
Results of 43 load tests on driven and jacked piles performed at eight calyey sites have been back-analysed using piezocone test data. A method to evaluate the axial capacity of piles has been proposed in which the pile unit skin friction and the unit end bearing resistance are computed from the net corrected cone resistance,qnet. Correlation factors between piezocone and pile load tests were back-calculated using this approach. As most of the pile tests performed were tension tests, special emphasis was given to the evaluation of the pile unit skin friction.Key words:clay, pile, piezocone, cone penetration test, axial pile capacity, skin friction.
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