Please use this identifier to cite or link to this item:
|Scopus||Web of Science®||Altmetric|
|Title:||Analytical solution to settlement of cast-in-situ thin-wall concrete pipe pile composite foundation|
|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|
|Series/Report no.:||Lecture Notes in Computer Science|
|Conference Name:||International Conference Computational Science (ICCS 2007) (27 May 2007 - 30 May 2007 : Beijing, China)|
van Albada, G.
|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.|
pile-soil stress ratio
|Rights:||© Springer-Verlag Berlin Heidelberg 2007|
|Appears in Collections:||Aurora harvest 2|
Civil and Environmental Engineering publications
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.