Analysis on Deformation of Foundation Excavation Considering of Time-Space Effect

Lin Na Sun; Yan Liu; Li Ming Zhang

doi:10.4028/www.scientific.net/AMM.291-294.1135

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 291-294Analysis on Deformation of Foundation Excavation...

Analysis on Deformation of Foundation Excavation Considering of Time-Space Effect

Abstract:

Time-space effect always exsites in the soft soils deep foundation. Combined with an engineering example, field data were analyzed by bar element method into which the time-space effect was taken account. Comparison between the test results and the field data indicated that the time-space effect is essential to the design and calculation of soft soils deep foundation.

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Periodical:

Applied Mechanics and Materials (Volumes 291-294)

Pages:

1135-1139

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.291-294.1135

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Online since:

February 2013

Authors:

Lin Na Sun, Yan Liu, Li Ming Zhang

Keywords:

Bar Element Method, Deep Foundation Pit, Time-Space Effect

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References

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