Location
St. Louis, Missouri
Presentation Date
13 Mar 1991, 1:30 pm - 3:30 pm
Abstract
It is stressed in this paper that in a strong earthquake the damages of all the underground structures, chambers or any sort of underground space differed quite a lot from that on the ground surface. Numerous evidences show ground motion attenuates immensely downward with depth. However, the earthquake resistance design for underground structures still ignores this fact and sticks to the criteria of ground structures. As a result, very conservative and exhausting design for underground engineering were caused. Through a series of investigations and based on the comparison between the ground damages and the underground damages of the same site, the authors tried to establish an empirical relationship among the predicted intensity/acceleration for aseismic design, the lithology of ambient strata, depth of embedment and the geometry {width/height ratio) of the underground space/structure. As a conclusion, this paper gives a clear picture of how different the underground damages would be from the ground surface and to what range the ground movement would change due to the existence of underground space directly underneath. This approach might be useful for modifying the criteria of a design earthquake for either ground or underground construction.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1991 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
Wang, John G. Z. Q. and Li, Jun Xiong, "Seismic Effect Evaluation for Underground Space & Structures" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 33.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session05/33
Included in
Seismic Effect Evaluation for Underground Space & Structures
St. Louis, Missouri
It is stressed in this paper that in a strong earthquake the damages of all the underground structures, chambers or any sort of underground space differed quite a lot from that on the ground surface. Numerous evidences show ground motion attenuates immensely downward with depth. However, the earthquake resistance design for underground structures still ignores this fact and sticks to the criteria of ground structures. As a result, very conservative and exhausting design for underground engineering were caused. Through a series of investigations and based on the comparison between the ground damages and the underground damages of the same site, the authors tried to establish an empirical relationship among the predicted intensity/acceleration for aseismic design, the lithology of ambient strata, depth of embedment and the geometry {width/height ratio) of the underground space/structure. As a conclusion, this paper gives a clear picture of how different the underground damages would be from the ground surface and to what range the ground movement would change due to the existence of underground space directly underneath. This approach might be useful for modifying the criteria of a design earthquake for either ground or underground construction.
