Dynamic stress response of saturated soil subjected to vertical and horizontal moving loads inside a circular tunnel
Author:
Affiliation:
1. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai, China
2. Department of Civil Engineering, The University of Akron, Akron, OH, USA
Abstract
Publisher
SAGE Publications
Subject
Mechanical Engineering
Link
http://journals.sagepub.com/doi/pdf/10.1177/0954409717748788
Reference33 articles.
1. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai
2. Flattening of jointed shield-driven tunnel induced by longitudinal differential settlements
3. Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading
4. The stress produced by a pulse of pressure moving along the surface of a semi-infinite solid
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1. Research on dynamic response and fatigue life of tunnel bottom structure under coupled action of train load and groundwater;Soil Dynamics and Earthquake Engineering;2022-10
2. The Damage Deterioration Mechanism of Tunnel Structure under the Effect of Thermo-Mechanical Coupling and Its Maintenance;International Journal of Heat and Technology;2022-08-31
3. A Multilayer Cylindrical Tunnel Model for Calculating the Dynamic Response Subjected to Vertical and Horizontal Moving Loads Inside a Circular Tunnel;Dynamics of Rail Transit Tunnel Systems;2019
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