@inproceedings{85dd9ee3ceee4595aca17188fbf4c965,
title = "Seismic reinforcement method at crest of road embankment by geosynthetics",
abstract = "When a road embankment fails due to earthquake, it will influence a road network by cutting off traffic at many places largely. Therefore, it is necessary to develop an effective counterplan which restrains a deformation of sliding of the road embankment due to earthquake. Based on an economical earthquake resistant method of construction, a new design technique of slip failure control is presented for evaluating the behavior of road embankment. A way to realize the design technique of slip surface control is by researching crest reinforcement structure. Based on the aspect, this paper proposes a reinforcement method of construction, in which the crest of embankment is reinforced by a geosynthetics. Applying the reinforcement method of construction we firstly carried out a full-scale model test. Secondary, we carried out a centrifuge model test to verify an effect of reinforcement by same method of construction against earthquake. As a result, it was confirmed that the embankment reinforced by the geosynthetics has a high deformation control and earthquake-resistance.",
keywords = "Centrifuge model test, Geosynthetics, Road embankment, Seismic",
author = "N. Tatta and J. Jang and K. Tokida and K. Oda and A. Nakahira",
year = "2010",
language = "英語",
isbn = "9788563456007",
series = "9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010",
publisher = "Brazilian Chapter of the International Geosynthetics Society",
pages = "1611--1618",
booktitle = "9th International Conference on Geosynthetics - Geosynthetics",
note = "9th International Conference on Geosynthetics - Geosynthetics: Advanced Solutions for a Challenging World, ICG 2010 ; Conference date: 23-05-2010 Through 27-05-2010",
}