Experimental Study of Deep Alluvium Boring Shaft Lining Used Super Strength Steel Fiber Concrete and Double Steel Plate

Abstract:

The article proposes boring shaft lining used super strength steel fiber concrete and double steel cylinder to solve the problem of the construction of shaft lining in deep alluvium of 700~800m, and studies the mechanical characteristics and failure of the shaft lining structure based on the model testing. The studies indicates that boring shaft lining structure used super strength steel fiber concrete and double steel cylinder may greatly improve the capacity of the shaft lining, the ductility of common high strength concrete shaft lining, obtains good plastic characteristics and upgrades the reliability of the shaft lining structure. In addition, strengthening coefficient of super strength steel fiber concrete based on theoretical analysis and experimental results, providing the design references for the engineering application of the new type shaft lining structure.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 1101-1110
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.1101
• Online since: May 2011
• Authors: Xiao Jian Wang, Hua Cheng, Zhi Shu Yao, Hai Bin Cai
• Keywords: Deep Alluvium, Double Steel Plate, Model Testing, Shaft Lining Structure, Super Strength Steel Fiber Concrete

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