The Prediction Model Study of the Hydraulic Fill Elevation in Reclamation Project

Article Preview

Abstract:

The determination of the hydraulic fill elevation is one of the urgent problems in reclamation project. The determination of the hydraulic fill elevation is of extreme importance to the final design elevation in reclamation project. If the hydraulic fill elevation is over high, might waste the hydraulic fill resources, and soil strength would decreased greatly when reduce the topsoil to reach design elevation. If the hydraulic fill elevation is over low, twice-fill is needed leading to great increased coast. In the paper, observational settlement prediction system of dredger fill had been established by research of BP artificial neural network. Finally, the hydraulic fill elevation of reclamation project was suggested reasonably by the observational settlement prediction system.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

807-810

Citation:

Online since:

November 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Sun Liqiang. Theory and model test study of recently reclaimed soil foundation: Tianjin university doctor thesis (2010).

Google Scholar

[2] Liu Xiaoqiang. A Study on the application of observational settlement prediction system in the reclamation engineering: Tianjin university master thesis (2011).

Google Scholar

[3] Yin Jun. Prediction of Settlement of Weak Building Ground Based on Artificial Neural Networks: Journal of Ningbo University. Vol. 16(2003), pp.164-167.

Google Scholar

[4] Zhang Gaofeng. Prediction of Shear Strength Parameters c of Soil by BP Neural Networks: Gectechnical Engineering Technique. Vol. 20(2006), pp.36-44.

Google Scholar

[5] Zhang Huimei, Li Yunpeng, Mao Cheng. Settlement prediction of artificial roadbed in soft ground by using neural networks: Journal of Chang an University. Vol. 22(2002), pp.20-24.

Google Scholar

[6] T. W. Lamble, in: Stress Path Method, edtied by ASCE Publising(1967).

Google Scholar

[7] G. Mesri, Y. K. Choi. Settlement Analysis of Embankments on Soft Clays: Journal of Gaotechnical Engineering. Vol. 11(2010), pp.441-447.

Google Scholar

[8] R. K. Rowe. Calculated and Observed Bebaviors of a Reinforced Embankment Over Soft Compressible Soil: Canadian Geotechnical Jouna1. Vol. 32(1996), pp.324-338.

DOI: 10.1139/t96-010

Google Scholar

[9] A. W. Skempton, L. Bjerum. A Contribution to the Settlement Analysis of Foundations on Clay: Geotechnique. Vol. 7(1957), p.168.

Google Scholar

[10] M. Umadevi. Parameters for Tsunami Classification Model using BPN Based Artificial Neural Network: Euripean Journal of Scientific Research. Vol. 76(2012), pp.633-647.

Google Scholar