Location
San Diego, California
Presentation Date
27 May 2010, 4:30 pm - 6:20 pm
Abstract
The Umka-Duboko is a large active landslide in the depth of 10-26 m, created in marly clays, taking up the area of 1.8 sq.km. According to the fact that the new road facility corridor located at the right bank of Sava river, on the meandering apex, crosses the landslide in the length of 3 km the characteristic remediation design solution is given. In this paper is observed seismic performance of this project. The analysis of potential liquefaction in motorway embankment and seismic stability of slope retained by embankment and hydraulic structure were made. The necessity was despite the limited seismic hazard data to give an assessment of potential maximal displacement of the slope and its rate of occurrence. The results obtained with used methodology are very good reference for a general design of this project and seismic performance assessment of landslides of this type.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
5th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
Missouri University of Science and Technology
Document Version
Final Version
Rights
© 2010 Missouri University of Science and Technology, 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
Sesov, Vlatko and Zugic, Zeljko, "Repair of Landslide "Umka-Duboka" — Seismic Performance Assessment" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 27.
https://scholarsmine.mst.edu/icrageesd/05icrageesd/session04b/27
Included in
Repair of Landslide "Umka-Duboka" — Seismic Performance Assessment
San Diego, California
The Umka-Duboko is a large active landslide in the depth of 10-26 m, created in marly clays, taking up the area of 1.8 sq.km. According to the fact that the new road facility corridor located at the right bank of Sava river, on the meandering apex, crosses the landslide in the length of 3 km the characteristic remediation design solution is given. In this paper is observed seismic performance of this project. The analysis of potential liquefaction in motorway embankment and seismic stability of slope retained by embankment and hydraulic structure were made. The necessity was despite the limited seismic hazard data to give an assessment of potential maximal displacement of the slope and its rate of occurrence. The results obtained with used methodology are very good reference for a general design of this project and seismic performance assessment of landslides of this type.
