Settlement behaviour of fiber reinforced liquefied stabilization soil under cyclic loading
-
- Koda Masayuki
- Railway Technical Research Institute
-
- Tokoyoda Osamu
- Yokohama city traffic depertment
-
- Kumagai Kihei
- Yokohama city traffic depertment
-
- Katayama Naoki
- Yokohama city traffic depertment
-
- Nishioka Hidetoshi
- Railway Technical Research Institute
-
- Murata Osamu
- Railway Technical Research Institute
Bibliographic Information
- Other Title
-
- 補強材混入流動化処理土の繰り返し載荷時の沈下特性
Description
The authors developed the fiber reinforced liquefied stabilization soil, which consists of the liquefied stabilization soil, polypropylene bands, for a railway shield tunnel invert. he cyclic loading of railway acts on the surface of invert. Therefore modeled grounds consisted of the liquefied stabilization soil with polypropylene bands and without the bands are manufactured and cyclic loading tests are conducted in order to investigate the settlement behavior of the fiber reinforced liquefied stabilization soil.
Journal
-
- Proceedings of the Japan National Conference on Geotechnical Engineering
-
Proceedings of the Japan National Conference on Geotechnical Engineering JGS38 (0), 689-690, 2003
The Japanese Geotechnical Society
- Tweet
Details 詳細情報について
-
- CRID
- 1390282680574863232
-
- NII Article ID
- 130004621536
-
- Data Source
-
- JaLC
- CiNii Articles
-
- Abstract License Flag
- Disallowed