- 【Updated on May 12, 2025】 Integration of CiNii Dissertations and CiNii Books into CiNii Research
- Trial version of CiNii Research Knowledge Graph Search feature is available on CiNii Labs
- 【Updated on June 30, 2025】Suspension and deletion of data provided by Nikkei BP
- Regarding the recording of “Research Data” and “Evidence Data”
STUDY ON APPLICATION OF CREST REINFOCING METHOD USING GEOSYNTHETICS FOR ROAD EMBANKMENT
-
- TOKIDA Ken-ichi
- 大阪大学大学院工学研究科 地球総合工学専攻
-
- TERANISHI Kowichi
- 大阪大学大学院工学研究科地球総合工学専攻，地球総合工学科
-
- NOMURA Yuwki
- 大阪大学大学院工学研究科地球総合工学専攻，地球総合工学科
-
- TATTA Naoki
- 前田工繊（株），技術部
Bibliographic Information
- Other Title
-
- ジオテキスタイルによる道路盛土の天端一体化工法の多様化に関する検討
- ジオテキスタイル ニ ヨル ドウロ モリツチ ノ テンタン イッタイカ コウホウ ノ タヨウカ ニ カンスル ケントウ
Search this article
Description
For establishing a highly-performed road network against earthquakes, the seismic reinforcement of road embankments is very important. In this paper, a new design idea: "artificial base-ground structure" is proposed adding to the existing "crest reinforcing structure" to control sliding failure of road embankments. The effects of seismic reinforcing methods based on the above two design ideas and their combinations are calculated with use of the safety factor analysis based on seismic coefficient method, and the application of the "crest reinforcing method using geosynthetics" combining with the "artificial base-ground structure" considering Level-1 and Level-2 seismic motions is discussed and clarified.
Journal
-
- Geosynthetics Engineering Journal
-
Geosynthetics Engineering Journal 24 131-136, 2009
Japan Chapter of International Geosynthetics Society