A new theoretical model describing the total pressure gradient and torque in a tunnelling machine screw conveyor is proposed. The theory develops new equations relating the pressure gradient and torque to the screw geometry, the shear stresses acting in the screw conveyor, and the material flow. The equations are expressed in dimensionless form, allowing application to screw conveyors of different scales. The theory is validated against measurements from laboratory model screw conveyor tests with clay soils with varying properties and operating conditions. The theory successfully describes key features of the observed mechanics of the model conveyor operation, and accurately predicts the test measurements. The proposed theory provides insight into the fundamental mechanics of screw conveyor operations, and can be used in the design of tunnelling machine screw conveyors. The theory can also be applied to other forms of screw conveyors and extruders operating with plastic materials.
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March 2008
Research Article|
March 01 2008
Mechanics of tunnelling machine screw conveyors: a theoretical model
A. S. Merritt;
A. S. Merritt
*
Geotechnical Consulting Group
London, UK
(formerly Cambridge University Engineering Department, Cambridge, UK)
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R. J. Mair
R. J. Mair
†
Cambridge University Engineering Department
Cambridge, UK
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Publisher: Emerald Publishing
Received:
December 08 2006
Accepted:
October 12 2007
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2008 Thomas Telford Ltd
2008
Geotechnique (2008) 58 (2): 79–94.
Article history
Received:
December 08 2006
Accepted:
October 12 2007
Citation
Merritt AS, Mair RJ (2008), "Mechanics of tunnelling machine screw conveyors: a theoretical model". Geotechnique, Vol. 58 No. 2 pp. 79–94, doi: https://doi.org/10.1680/geot.2008.58.2.79
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