Anchor Spacing Design of Pre-Stressed Tunnel Concrete Lining with Un-Bonded Annular Anchors for Songhua River Water Supply Project
| Autor: | Rui Lang Cao, Zhi Xin Jia, Pi Jin, Yu Fei Zhao |
|---|---|
| Rok vydání: | 2017 |
| Předmět: |
010302 applied physics
Engineering business.industry Mechanical Engineering 02 engineering and technology 021001 nanoscience & nanotechnology 01 natural sciences River water Civil engineering Mechanics of Materials 0103 physical sciences General Materials Science Geotechnical engineering 0210 nano-technology business |
| Zdroj: | Key Engineering Materials. 737:505-510 |
| ISSN: | 1662-9795 |
| DOI: | 10.4028/www.scientific.net/kem.737.505 |
| Popis: | At present, annular anchor pre-stressed tunnel Concrete lining is the main design method of poor -quality surrounding rocks, thin covering and high internal water pressure tunnel. Based on the contact of tendons and concrete, the annular anchor lining can be classified into bonded and un-bonded. Cable spacing is one of the key parameters in the design of the un-bonded annular anchors pre-stressed concrete lining. The optimal anchor spacing can not only meet the demand of the project, but also save the cost of construction. In this paper, the anchor spacing is studied in the design of pre-stressed tunnel concrete lining with un-bonded annular anchors for Songhua River water supply project. The equivalent load method and solid modeling method are combined in Flac3d 3D modeling. Numerical simulation of pre-stressed effects for different anchor spacing in tension and operation of the concrete lining were analyzed. The optimal anchor cable spacing is received, which is a reference for the design and construction of similar projects in the future. |
| Databáze: | OpenAIRE |
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