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Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining
ANNOTATIONThis article proposes an approach to the prediction of stress state and assessing the strength of a circular tunnel lining and the surrounding rock mass under construction near the production used by the micro-tunneling technology of pipe ramming. The basis of this method is an analytical solution of the corresponding plane problem of elasticity theory.
Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining
ANNOTATIONThis article proposes an approach to the prediction of stress state and assessing the strength of a circular tunnel lining and the surrounding rock mass under construction near the production used by the micro-tunneling technology of pipe ramming. The basis of this method is an analytical solution of the corresponding plane problem of elasticity theory.
Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining
Applied Mechanics and Materials ; 843 ; 81-86
2016-07-06
6 pages
Article (Journal)
Electronic Resource
English
Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining
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