Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/88917
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Type: Conference paper
Title: Analytical solution to settlement of cast-in-situ thin-wall concrete pipe pile composite foundation
Author: Liu, H.
Deng, A.
Wen, S.
Citation: Lecture Notes in Artificial Intelligence, 2007 / Shi, Y., van Albada, G., Dongarra, J., Sloot, P. (ed./s), vol.4489 LNCS, iss.PART 3, pp.1172-1179
Publisher: Springer Berlin Heidelberg
Publisher Place: Germany
Issue Date: 2007
Series/Report no.: Lecture Notes in Computer Science
ISBN: 9783540725886
ISSN: 0302-9743
1611-3349
Conference Name: International Conference Computational Science (ICCS 2007) (27 May 2007 - 30 May 2007 : Beijing, China)
Editor: Shi, Y.
van Albada, G.
Dongarra, J.
Sloot, P.
Statement of
Responsibility: 
Han-long Liu, An Deng, and Shi-qing Wen
Abstract: The cast-in-situ thin-wall concrete pipe pile (PCC pile) is increasingly employed as a soft soil improvement technique in China. The formed composite foundation by using PCC pile renders a competitive advantage compared to conventional comparable soft soil treatment techniques. To calculate the settlement of PCC composite foundation helps better design a soil improvement scenario and understand the mechanism of PCC composite foundation. In this study, an elastic analytical solution to deformation modulus of PCC composite foundation was developed based upon the pile-soil-cushion interaction system and model analyses. Using the calculated modulus, formula presenting pile-soil stress ratio and composite foundation settlement were derived. A case study was conducted to verify the calculations. It is indicated that calculated settlements are in consistency with fielding monitoring data.
Keywords: PCC pile
composite foundation
deformation modulus
pile-soil stress ratio
settlement
Rights: © Springer-Verlag Berlin Heidelberg 2007
DOI: 10.1007/978-3-540-72588-6_185
Appears in Collections:Aurora harvest 2
Civil and Environmental Engineering publications

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