The effect of model domain size for unsupported plain strain tunnel headings in undrained clay
Paper
| Paper/Presentation Title | The effect of model domain size for unsupported plain strain tunnel headings in undrained clay |
|---|---|
| Presentation Type | Paper |
| Authors | Shiau, Jim (Author) and Al-Asadi, Fadhil (Author) |
| Editors | Hossain, Zakaria and Shiau, Jim |
| Journal or Proceedings Title | Proceedings of the Third International Conference on Science, Engineering and Environment (SEE-2017) |
| Number of Pages | 6 |
| Year | 2017 |
| Place of Publication | Tsu City, Mie, Japan |
| ISBN | 9784990595890 |
| Web Address (URL) of Paper | http://www.geomate.org/ |
| Conference/Event | Third International Conference on Science, Engineering and Environment (SEE-2017) |
| Event Details | Third International Conference on Science, Engineering and Environment (SEE-2017) Event Date 13 to end of 16 Nov 2017 Event Location Springfield, Australia |
| Abstract | This paper examines the effect of model domain size for unsupported plain strain tunnel headings in |
| Keywords | model domain size, plain strain heading, undrained clay, strength reduction method, limit analysis, design chart |
| ANZSRC Field of Research 2020 | 400502. Civil geotechnical engineering |
| 490302. Numerical analysis | |
| Public Notes | Copyright @ 2017 by The GEOMATE International Society. |
| Byline Affiliations | School of Civil Engineering and Surveying |
| Institution of Origin | University of Southern Queensland |
https://research.usq.edu.au/item/q498z/the-effect-of-model-domain-size-for-unsupported-plain-strain-tunnel-headings-in-undrained-clay
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