Uplift response of symmetrical anchor plates in reinforced cohesionless soil
The uplift response of symmetrical anchor plates with and without geogrid reinforcement layers has been evaluated in model tests and numerical simulations using PLAXIS. Many parameters of the reinforcement layers were used to reinforce the sandy soil over circular, square, and rectangular symmetrica...
保存先:
| 主要な著者: | , |
|---|---|
| フォーマット: | 論文 |
| 出版事項: |
Springer
2014
|
| 主題: | |
| オンライン･アクセス: | http://eprints.utm.my/id/eprint/63177/ http://dx.doi.org/10.1007/s12517-013-1071-6 |
| タグ: |
タグ追加
タグなし, このレコードへの初めてのタグを付けませんか!
|