Research on the design method for uniform wear of shield cutters in sand–pebble strata

  • Jinxun Zhang 1 ,
  • Bo Li , 1,2 ,
  • Guihe Wang 2 ,
  • Yusheng Jiang 3 ,
  • Hua Jiang 2 ,
  • Minglun Yin 1 ,
  • Zhengyang Sun 1
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  • 1. Beijing Urban Construction Group Co., Ltd., Beijing, China
  • 2. China University of Geosciences, Beijing, China
  • 3. China University of Mining and Technology, Beijing, China
357428609@qq.com

Received date: 08 May 2023

Revised date: 23 Jun 2023

Accepted date: 03 Jul 2023

Published date: 20 Feb 2024

Copyright

2023 2023 The Authors. Deep Underground Science and Engineering published by John Wiley & Sons Australia, Ltd on behalf of China University of Mining and Technology.

Highlights

• A uniform wear design method of all cutters on the cutterhead for shield tunneling in sandy–pebble stratum was established, that is, the uniform wear of all the cutters can be achieved by installing a certain number of cutters on different trajectory radii of the cutterhead and designing the curved spoke with a certain arch height.

• Based on Beijing Metro Line 19, an engineering discrete element method simulation model of shield tunneling in sandy–pebble stratum was established to study the cutters’ wear combined with engineering observations, and the rationality of the uniform wear design method was verified by comparing with the original engineering scheme.

• The long-distance shield driving was predicted by the Japanese Tunnelling Society model, and the calculation result of the uniform wear scheme was 47% higher than that of the engineering scheme, which showed the superiority of the uniform wear design method.

Cite this article

Jinxun Zhang , Bo Li , Guihe Wang , Yusheng Jiang , Hua Jiang , Minglun Yin , Zhengyang Sun . Research on the design method for uniform wear of shield cutters in sand–pebble strata[J]. Deep Underground Science and Engineering, 2024 , 3(2) : 216 -230 . DOI: 10.1002/dug2.12059

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