Location
St. Louis, Missouri
Presentation Date
06 Apr 1995, 10:30 am - 12:30 pm
Abstract
First, an empirical formula to predict the magnitude of permanent ground displacement is proposed based on the observed data at the past earthquake events. Next, a simplified procedure to estimate the failure probability of buried pipes is proposed, in which the model of non-linear beam supported by ground spring elements is used to calculate the strain in the pipe by following the response displacement method. Finally, a simplified method to obtain the probability considering failure modes expected to occur in the pipe is proposed and some numerical example showing the probability and discussions follow.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 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
Satoh, M.; Hamada, M.; Isoyama, R.; and Hatakeyama, A., "A Procedure to Assess the Stability of Buried Structures against Liquefaction-Induced Ground Deformations" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 9.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session03/9
Included in
A Procedure to Assess the Stability of Buried Structures against Liquefaction-Induced Ground Deformations
St. Louis, Missouri
First, an empirical formula to predict the magnitude of permanent ground displacement is proposed based on the observed data at the past earthquake events. Next, a simplified procedure to estimate the failure probability of buried pipes is proposed, in which the model of non-linear beam supported by ground spring elements is used to calculate the strain in the pipe by following the response displacement method. Finally, a simplified method to obtain the probability considering failure modes expected to occur in the pipe is proposed and some numerical example showing the probability and discussions follow.
