The Numericial Calculation of Retaining Structure with Double-Piles

Article Preview

Abstract:

Combined with a foundation pit in kunming, the paper use the finite-difference software flac3d to establish engineering model and carry on the numerical simulation to simulate the excavation on the initial engineering condition of the double-row piles retaining structure. Summarize the calculation results when change the distance of the pile-rows and the length of the piles to analyze the results differences and changing law. The conclusion has some practical value in engineering.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

928-931

Citation:

Online since:

February 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Cai Yuanqiang, Ruan Lianfa, Wu Shiming: submitted to Journal of building structures, 1999, 20(4): 65-71.

Google Scholar

[2] Y.L. Pan, Y.H. Chen, Y.C. Ma, W.L. Chen and G.Q. Sheng: Analysis of The Shear Stress on Prestressed Anchor In Rock Mass. Advanced Materials Research Vols. 594-597(2012) pp.557-560.

DOI: 10.4028/www.scientific.net/amr.594-597.557

Google Scholar

[3] Sun Kai, Xu Zhengang, Liu Tingjin: Chinese Journal of Rock Mechanics and Engineering,2004,23(2): 293-298.

Google Scholar

[4] Itasca Consulting Group, Inc. USA. FLAC3D, Fast Lagrangian Analysis of Continua in 3 Dimensions, Version 3. 0, User's Manual.

Google Scholar