The Influences of Interpile Soil Reinforcement on the Performance of Structures with Double-Row Piles

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Abstract:

We established a calculation model for retaining structures with double-row piles by using the midas GTS finite-element software, considering the interaction between pile and soil and adopting the contact element method, on the basis of a practical engineering application. We then determined a reasonable elastic modulus of reinforced soil bodies, thereby enabling the study of the influences of the reinforcement depth and width in the interpile soil on the internal force and displacement of the retaining structure with double-row piles. We present suggestions for reinforcement depth and width. The study results provide valuable reference for engineering design, construction, and cost control.

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195-198

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Q. Huang: Manual for Technical Regulations for and Application of Building Foundation Pit Retaining (China Architecture and Building Press, Beijing, 1999) (in Chinese).

Google Scholar

[2] J.H. Liu and X.Y. Hou: Foundation Pit Engineering Manual (China Architecture and Building Press, Beijing, 1997) (in Chinese).

Google Scholar

[3] Z.B. Peng: Design, Calculation and Construction of Grouting Works (China University of Geosciences Press, Wuhan, 1997) (in Chinese).

Google Scholar

[4] Z. Liu: Chin. J. Geotech. Eng. Vol. 14 (1992), p.76 (in Chinese).

Google Scholar

[5] G.Q. Zeng: Design and Study of Retaining Structures with Double-Row Piles in Deep Foundation Pit (Xi'an University of Architecture & Technology, Xi'an) (in Chinese).

Google Scholar

[6] J. Yang: Numerical Analysis of Retaining Structures with Double-Row Piles (Tianjin University, Tianjin) (in Chinese).

Google Scholar

[7] W.T. Gu: Study on Retaining Structures with Double-Row Piles in Deep Foundation Pit (China Academy of Railway Sciences, 2007) (in Chinese).

Google Scholar

[8] T. Li: Analysis of Application of Retaining Structures with Double-Row Piles in Highwall Slopes (Chang'an University, Xi'an) (in Chinese).

Google Scholar