Location
San Diego, California
Presentation Date
27 May 2010, 4:30 pm - 6:20 pm
Abstract
Tieback anchors are widely used for the stabilization of natural and manmade slopes in Japan. The interactions between tieback anchors and slopes under seismic loading need to be understood to develop rational design concepts and installation methods in earthquake prone areas. We conducted centrifuge model tests to examine the characteristics of dynamic and residual loads on tieback anchors installed in slopes subjected to seismic loads. If the model slope contained a saturated zone, circular failure occurred even with pre-tensioned tieback anchors, and the amplitude of the oscillating loads on the tieback anchors was very high. This suggested that excess pore water pressure may cause the design capacity of the anchors to be exceeded, depending on the stability of the slope and intensity of the earthquake. Additional tests were therefore conducted with model slopes with drainage pipes installed (perforated plastic tubes). The drainage pipes significantly reduced pore water pressure, which in turn enhanced the stability of the slope and reduced the loads on the tieback anchors. We conclude that installation of drainage pipes in earthfill slopes would enable the selection of smaller ground anchors and potentially reduce overall construction costs.
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
Ota, Keiichi; Takeya, Koji; Itoh, Keiichi; Kuraoka, Senro; Ueno, Yuichi; and Hiroshima, Takaya, "Centrifuge Model Tests of Tieback Anchors and Drainage Pipes for Stabilization of Slopes under Earthquake Loads" (2010). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 9.
https://scholarsmine.mst.edu/icrageesd/05icrageesd/session04b/9
Included in
Centrifuge Model Tests of Tieback Anchors and Drainage Pipes for Stabilization of Slopes under Earthquake Loads
San Diego, California
Tieback anchors are widely used for the stabilization of natural and manmade slopes in Japan. The interactions between tieback anchors and slopes under seismic loading need to be understood to develop rational design concepts and installation methods in earthquake prone areas. We conducted centrifuge model tests to examine the characteristics of dynamic and residual loads on tieback anchors installed in slopes subjected to seismic loads. If the model slope contained a saturated zone, circular failure occurred even with pre-tensioned tieback anchors, and the amplitude of the oscillating loads on the tieback anchors was very high. This suggested that excess pore water pressure may cause the design capacity of the anchors to be exceeded, depending on the stability of the slope and intensity of the earthquake. Additional tests were therefore conducted with model slopes with drainage pipes installed (perforated plastic tubes). The drainage pipes significantly reduced pore water pressure, which in turn enhanced the stability of the slope and reduced the loads on the tieback anchors. We conclude that installation of drainage pipes in earthfill slopes would enable the selection of smaller ground anchors and potentially reduce overall construction costs.
