Impact of Rigid Pile Composite Foundation with Lateral Unloading: Fid-Bau Portal

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Impact of Rigid Pile Composite Foundation with Lateral Unloading

Ma, Jing / Chen, Wen Sheng / Hu, Xue Feng

The effects on rigid pile composite foundation caused by lateral unloading in horizontal direction are studied in this paper. Considering the excavation of neighborhood deep foundation ditch, a calculation model for the composite foundation is proposed and the theoretical formula of pile deformation is given. Furthermore, the formula of bending moment of the pile in the composite foundation is deduced in this paper.

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Impact of Rigid Pile Composite Foundation with Lateral Unloading

Ma, Jing / Chen, Wen Sheng / Hu, Xue Feng

The effects on rigid pile composite foundation caused by lateral unloading in horizontal direction are studied in this paper. Considering the excavation of neighborhood deep foundation ditch, a calculation model for the composite foundation is proposed and the theoretical formula of pile deformation is given. Furthermore, the formula of bending moment of the pile in the composite foundation is deduced in this paper.

Impact of Rigid Pile Composite Foundation with Lateral Unloading

Ma, Jing / Chen, Wen Sheng / Hu, Xue Feng

The effects on rigid pile composite foundation caused by lateral unloading in horizontal direction are studied in this paper. Considering the excavation of neighborhood deep foundation ditch, a calculation model for the composite foundation is proposed and the theoretical formula of pile deformation is given. Furthermore, the formula of bending moment of the pile in the composite foundation is deduced in this paper.

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Titel:

Impact of Rigid Pile Composite Foundation with Lateral Unloading

Beteiligte:

Ma, Jing / Chen, Wen Sheng / Hu, Xue Feng

Erschienen in:

Applied Mechanics and Materials ; 353-356 ; 529-532

Erscheinungsdatum:

08.08.2013

Format / Umfang:

4 pages

ISSN:

1662-7482 , 1660-9336

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.529

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Rigid Pile Composite Foundation , Lateral Unloading , Horizontal Displacement

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