Location
St. Louis, Missouri
Presentation Date
06 Apr 1995, 1:30 pm - 3:00 pm
Abstract
In this paper, the effects of narrow and sloping canyons on the longitudinal dynamic response of earth dams is investigated by a simplified method for 3-D dynamic analysis. Analytical results for earth dams with several width to height ratios are compared with the results of plane strain solutions for comparable sections. For an embankment in a triangular valley with a width to height ratio of 1~2 and subjected to earthquake motions, the computed max. accelerations at the midsection were about 30 to 50% higher in a simplified 3-D response analysis than in a plane strain analysis. On the other hand the computed max. displacements, max. velocity, and max. shear stresses for the same section in 3-D analysis were generally about one half the values to 2/3 the values computed from plane strain analysis. It is concluded that the longitudinal dynamic response of an embankment is significantly affected by the width to height ratio of canyon in which it is constructed.
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
Xu, Zhi-Ying, "Effect of Canyon Shape on Longitudi-Vibration of Earth Dam" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 17.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session06/17
Included in
Effect of Canyon Shape on Longitudi-Vibration of Earth Dam
St. Louis, Missouri
In this paper, the effects of narrow and sloping canyons on the longitudinal dynamic response of earth dams is investigated by a simplified method for 3-D dynamic analysis. Analytical results for earth dams with several width to height ratios are compared with the results of plane strain solutions for comparable sections. For an embankment in a triangular valley with a width to height ratio of 1~2 and subjected to earthquake motions, the computed max. accelerations at the midsection were about 30 to 50% higher in a simplified 3-D response analysis than in a plane strain analysis. On the other hand the computed max. displacements, max. velocity, and max. shear stresses for the same section in 3-D analysis were generally about one half the values to 2/3 the values computed from plane strain analysis. It is concluded that the longitudinal dynamic response of an embankment is significantly affected by the width to height ratio of canyon in which it is constructed.
