Location
San Diego, California
Presentation Date
31 Mar 2001, 8:00 am - 9:30 am
Abstract
The original approach to the problem of designing circular tunnel linings located near slopes upon seismic effects consisting in the determination of the most unfavourable stress state in the every lining radial section at different combinations and any directions of long longitudinal and shear waves propagating in the plane of the tunnel cross-section is described in the paper presented. The analytical methods of determining the tunnel lining stress state caused by static loads namely by the rock own weight and the vertical load uniformly distributed on the part of the inclined straight boundary simulating the weight of building or structure on the surface are also described.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 2001 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Fotieva, Nina N.; Bulychev, Nikolay S.; and Sammal, Andrew S., "Design of Tunnels Located Near Slopes in Seismic Areas" (2001). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 1.
https://scholarsmine.mst.edu/icrageesd/04icrageesd/session08/1
Included in
Design of Tunnels Located Near Slopes in Seismic Areas
San Diego, California
The original approach to the problem of designing circular tunnel linings located near slopes upon seismic effects consisting in the determination of the most unfavourable stress state in the every lining radial section at different combinations and any directions of long longitudinal and shear waves propagating in the plane of the tunnel cross-section is described in the paper presented. The analytical methods of determining the tunnel lining stress state caused by static loads namely by the rock own weight and the vertical load uniformly distributed on the part of the inclined straight boundary simulating the weight of building or structure on the surface are also described.
