Experimental study on ultimate absorbing behavior and distributed area of impact force regarding TLAS using soil cement
-
- Ushiwatari Yuji
- (株)構研エンジニアリング 防災施設部
-
- Kurihashi Yusuke
- 室蘭工業大学 大学院工学研究科基盤ユニット
-
- Suzuki Kentaro
- (株)構研エンジニアリング 防災施設部
-
- Kawase Ryoji
- (株)構研エンジニアリング
-
- Kishi Norimitsu
- 釧路工業高等専門学校
Bibliographic Information
- Other Title
-
- ソイルセメントを用いた三層緩衝構造の限界状態および荷重分散領域に関する実験的検討
- ソイルセメント オ モチイタ サンソウ カンショウ コウゾウ ノ ゲンカイ ジョウタイ オヨビ カジュウ ブンサン リョウイキ ニ カンスル ジッケンテキ ケントウ
Search this article
Abstract
In order to investigate impact response behavior of a three-layer absorbing system (TLAS) with soil cement at the ultimate state and to develop a design concept of the system, falling-weight impact test was conducted varying impact velocity of the weight. From this study, it was confirmed that the loading level can be categorized into two classes: 1) Level 1 stage in which the geotextile can widely disperse the impact force and EPS block can effectively absorb the impact energy; and 2) Level 2 stage in which the impact force was locally concentrated in the loading area due to geotextile being broken and safety of the protection wall should be confirmed.
Journal
-
- Journal of Structural Engineering, A
-
Journal of Structural Engineering, A 60A (0), 963-972, 2014
Japan Society of Civil Engineers
- Tweet
Details 詳細情報について
-
- CRID
- 1390001205284784128
-
- NII Article ID
- 130005438923
-
- NII Book ID
- AA12210243
-
- ISSN
- 18816614
- 1881820X
-
- NDL BIB ID
- 025758930
-
- Text Lang
- ja
-
- Data Source
-
- JaLC
- NDL
- CiNii Articles
-
- Abstract License Flag
- Disallowed