Deep Pit Foundation Steel Sheet Pile Supporting Scheme of the 274# Pile Cap for Super Large Bridge over the Coastal Expressway and the North Jiangsu Irrigation Canal

Kun Huang; Rui Wei Feng

doi:10.4028/www.scientific.net/AMR.974.341

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 974Deep Pit Foundation Steel Sheet Pile Supporting...

Deep Pit Foundation Steel Sheet Pile Supporting Scheme of the 274# Pile Cap for Super Large Bridge over the Coastal Expressway and the North Jiangsu Irrigation Canal

Abstract:

The results of considering the path effect and without considering the path effect computed by MIDAS/Civil are different, while the path effect can reflect the real stress of system in construction, but the deformation can not meet the construction standard. So we eliminate the stress of system and deformation accumulation in construction by changing the process of construction and using the hydraulic jack.

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Periodical:

Advanced Materials Research (Volume 974)

Pages:

341-345

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.974.341

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Online since:

June 2014

Authors:

Kun Huang*, Rui Wei Feng

Keywords:

Hydraulic Jack, MIDAS Civil, Path Effect, Steel Sheet Pile

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* - Corresponding Author

References

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