Location
St. Louis, Missouri
Presentation Date
14 Mar 1991, 2:00 pm - 3:30 pm
Abstract
The papers received for this session may be classified into five general topic areas; the number of papers in each subtopic area is shown in parentheses.
1. Slope stability analysis incorporating dynamic loading analysis methods (3)
dynamic effects on soil properties (2)
case study (1)
2. Dynamic response of embankment dams
analysis methods (5)
case studies (2)
3. Dynamic deformation analysis
analysis methods adapted for a specific case (3)
comparison of analysis methods (1)
4. Dynamic deformation or stability analysis incorporating pore pressure development or liquefaction considerations analysis methods (3)
analysis methods developed for a specific case (2)
case history of remediation (1)
5. Special studies hillside stability monitoring system (1)
analysis of response of numerous dams to earthquake loading (1)
A brief synopsis of each of the papers will be provided in the order indicated above, followed by an analysis and commentary on the significance of the papers.
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
Von Thun, J. Lawrence, "General Report Session 7: Stability of Slopes and Earth Dams Under Earthquakes" (1991). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 27.
https://scholarsmine.mst.edu/icrageesd/02icrageesd/session07/27
Included in
General Report Session 7: Stability of Slopes and Earth Dams Under Earthquakes
St. Louis, Missouri
The papers received for this session may be classified into five general topic areas; the number of papers in each subtopic area is shown in parentheses.
1. Slope stability analysis incorporating dynamic loading analysis methods (3)
dynamic effects on soil properties (2)
case study (1)
2. Dynamic response of embankment dams
analysis methods (5)
case studies (2)
3. Dynamic deformation analysis
analysis methods adapted for a specific case (3)
comparison of analysis methods (1)
4. Dynamic deformation or stability analysis incorporating pore pressure development or liquefaction considerations analysis methods (3)
analysis methods developed for a specific case (2)
case history of remediation (1)
5. Special studies hillside stability monitoring system (1)
analysis of response of numerous dams to earthquake loading (1)
A brief synopsis of each of the papers will be provided in the order indicated above, followed by an analysis and commentary on the significance of the papers.
