DocumentCode
2811522
Title
Study on richards model in the prediction of wharf foundation settlement
Author
Jianping, Jiang
Author_Institution
Coll. of Ocean Environ. & Eng, Shanghai Maritime Univ., Shanghai, China
fYear
2011
fDate
15-17 July 2011
Firstpage
4455
Lastpage
4458
Abstract
Based on the actual measurement data in 10 field testing wharf foundation sites, the curve fitting of foundation settlement versus time curves was carried out, and had a prediction of foundation settlement. Aiming at the settlement characteristics of wharf foundation, Richards mathematical model was selected. The fitting results of 10 field measurement data with the model showed that the fitting precision was high, the correlativity coefficients R was from 0.97191-0.99950, the average value was 0.99087.The fitting effect with the model was better than the hyperbolic model. The average value of absolute value of error between prediction value and actual measurement value was 4.17196%, and especially, was 1.31328% in the tail of fitting curves. The following conclusions can be drawn that the Richards mathematical model have good adaptability and it is accurate and credible for fitting of foundation settlement versus time curves, and corresponding fitting equations can be used to forecast settlement of wharf foundation.
Keywords
curve fitting; foundations; Richards mathematical model; correlativity coefficients; curve fitting; wharf foundation settlement prediction; wharf foundation sites; Automation; Control engineering; Data models; Fitting; Load modeling; Mathematical model; Soil; foundation; mathematical model; settlement; wharf;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987995
Filename
5987995
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