ISSN 2096-4498

   CN 44-1745/U

二维码

Tunnel Construction ›› 2016, Vol. 36 ›› Issue (7): 881-886.DOI: 10.3973/j.issn.1672-741X.2016.07.019

Previous Articles    

Numerical Study of Soil Cutting by Shield Cutter under Different Structural Parameters

SHEN Huiyu1,2, ZHANG Weiwei3, ZHANG Jianian3   

  1. (1. China Railway Tunnel Stock Co., Ltd., Zhengzhou 450003, Henan, China;2. State Key Laboratory of Shield Machine and Boring Technology, Zhengzhou 450001, Henan, China;3. China Railway Engineering Equipment Group Co., Ltd., Zhengzhou 450016, Henan, China)
  • Received:2015-11-05 Revised:2016-01-26 Online:2016-07-20 Published:2016-07-27

Abstract:

A threedimensional simulation model of soil cutting by shield cutter is established by means of ALE algorithm, linear DruckerPrager constitutive model and shear failure criterion with mesh deletion function based on ABAQUS software. The soil flow state and cutting force under different cutting parameters are studied. The study results show that: 1) The cutting force varies a little with the cutting depth varies; and the soil separating rate decreases with the cutting depth increases. 2) The cutting force increases and the soil flowability decreases with the cutter width increases. 3) The soil flowability decreases with the front angle increases.

Key words: shield cutter, simulation, soil scrap, cutting force, cutting depth, cutter width, front angle

CLC Number: