FINITE ELEMENT ANALYSES OF GROUND DEFORMATION CAUSED BY RECTANGULAR PIPE ROOFING AND SHIELD TUNNELLING SUPPORT
Trough width parameter, K found from the literature mostly were designed for circular shape tunnel and estimation of inflection point, i for rectangular tunnel is yet to be identified by any researcher. Generally, the aim of the study is to do a research on the value of i induce by rectangular tunne...
保存先:
| 第一著者: | |
|---|---|
| フォーマット: | 学位論文 |
| 言語: | English |
| 出版事項: |
2021
|
| 主題: | |
| オンライン･アクセス: | http://utpedia.utp.edu.my/id/eprint/20500/1/Muhammad%20Yusoff%20Mohd%20Nasir_18003578.pdf http://utpedia.utp.edu.my/id/eprint/20500/ |
| 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!
|