抄録
The stress and displacement fields resulting from the excavation of a circular or an elliptic tunnel in a viscoelastic medium under out-of-plane shear loadings are obtained by use of the theory of linear viscoelasticity and the correspondence principle. Some numerical examples for Standard- and Burgers-models are given by graphical representation.
本文言語 | 英語 |
---|---|
ページ(範囲) | 143-146 |
ページ数 | 4 |
ジャーナル | Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers |
号 | 475 pt 3-24 |
DOI | |
出版ステータス | 出版済み - 1993 |
外部発表 | はい |
!!!All Science Journal Classification (ASJC) codes
- 工学(全般)