Case Analysis of Subsided Foundation Reinforcement of a University Infirmary in Collapsible Loess Areas

Yi Qian Wu; Yan Peng Zhu

doi:10.4028/www.scientific.net/AMR.1030-1032.736

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1030-1032Case Analysis of Subsided Foundation Reinforcement...

Case Analysis of Subsided Foundation Reinforcement of a University Infirmary in Collapsible Loess Areas

Abstract:

The example which is selected in this engineering project is the hospital in Lanzhou University of Technology, the paper analyzed the reason that the foundation subsidence, and used reasonable and effective method on reinforcement. It hoped that the achievement can provide beneficial reference for handling the problem that foundation subsidence in collapsible loess areas.

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Periodical:

Advanced Materials Research (Volumes 1030-1032)

Pages:

736-739

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1030-1032.736

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Online since:

September 2014

Authors:

Yi Qian Wu*, Yan Peng Zhu

Keywords:

Collapsible Loess, Foundation, Quick Lime Soil, Reinforcement, Subsidence

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* - Corresponding Author

References

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