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Procedia Earth and Planetary Science
Article . 2012 . Peer-reviewed
License: CC BY NC ND
Data sources: Crossref
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image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
Procedia Earth and Planetary Science
Article . 2012
License: CC BY NC ND
image/svg+xml art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos Open Access logo, converted into svg, designed by PLoS. This version with transparent background. http://commons.wikimedia.org/wiki/File:Open_Access_logo_PLoS_white.svg art designer at PLoS, modified by Wikipedia users Nina, Beao, JakobVoss, and AnonMoos http://www.plos.org/
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Analysis of Excavating Foundation Pit to Nearby Bridge Foundation

Authors: Yu, Xiaolin; Jia, Buyu;

Analysis of Excavating Foundation Pit to Nearby Bridge Foundation

Abstract

AbstractDue to the development of the traffic network, more and more excavations of foundation pits nearby highway are brought through. It is a very important question that how to control the influence of the excavation to highway bridge foundation. A practical engineering was studied here. In order to better reflect the influence of foundation pit excavation to bridge pile foundation, 3d numerical analysis method considering the interaction of pit, soil and pile was used. The mechanical behavior in the whole process of the construction of foundation pit was analyzed. The feasibility of the construction method and corresponding supporting measures was discussed. The effect of grouting reinforcement was also discussed. By the results, retaining piles have shield effect on the stress of bridge piles and using grouting reinforcement can greatly reduce the deformation of surrounding soil.

Related Organizations
Keywords

differential settlement, grouting reinforcement, foundation pit, retaining pile, Earth and Planetary Sciences(all), internal support, lateral deformation

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    13
    popularity
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    Top 10%
    influence
    This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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    impulse
    This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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selected citations
These citations are derived from selected sources.
This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Citations provided by BIP!
popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
13
Top 10%
Top 10%
Average
gold