FRACTURE BEHAVIOR OF ROCKFALL PROTECTION SOIL EMBANKMENT WITH SANDY SOIL UNDER IMPACT AND STATIC LOADING
-
- KIMURA Aya
- 名古屋工業大学 工学部社会工学科
-
- MAEDA Kenichi
- 名古屋工業大学 工学部社会工学科
-
- USHIWATARI Yuji
- （株）構研エンジニアリング 防災施設部
-
- NAKAMURA Takuro
- （国研）土木研究所寒地土木研究所
-
- NAITO Naoto
- 豊橋技術科学大学 建築・都市システム学系
-
- KONDO Keisuke
- 名古屋工業大学 工学部社会工学科
Bibliographic Information
- Other Title
-
- 衝撃載荷および静載荷による砂質土を用いた落石防護土堤の破壊挙動
Abstract
<p> The rockfall protection soil embankment is considered a cost-effective and easily implementable solution for mitigating rockfall hazards, provided that there is adequate space alongside roads. This research aims to clarify the fracture behavior of the rockfall protection embankment. The results of weight-impact and static loading tests show that the deformation and failure behavior of the rockfall protection embankment were different under impact and static loading conditions. The damage of rockfall protection embankment subjected impact loading was smaller than the static loading for the same amount of work.</p>
Journal
-
- Japanese Journal of JSCE
-
Japanese Journal of JSCE 80 (3), n/a-, 2024
Japan Society of Civil Engineers
- Tweet
Keywords
Details 詳細情報について
-
- CRID
- 1390018053403105792
-
- ISSN
- 24366021
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- Crossref
-
- Abstract License Flag
- Disallowed