Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining

Aleksander Pankratenko; Nguyen Quang Huy; Nguyen Duyen Phong; Andrey S. Samal; Abdrahman B. Begalinov; Dikhan B. Amantolov

doi:10.4028/www.scientific.net/AMM.843.81

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Relation of Construction Works to Water Quality
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Protective Structure Design against Airblast Effect
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The Effect of Redistribution of the Mixing Water of the Concrete Lining on its Quality
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 843Influence of Pipe Ramming on Stress State of...

Influence of Pipe Ramming on Stress State of Surrounding Soil and Nearby Tunnel Lining

Abstract:

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.