Two-dimensional Elastic Analysis For A Circular Tunnel Lining In The Pre-deformed Ground Due To Initial Stresses
An Approach To Quantitative Evaluation Of The Load Bearing Capacity Of The Surrounding Rock Mass
| Auteur(s): |
Hideo Kiyama
(JAPAN SOCIETY OF CIVIL ENGINEERS)
Hisashi Fujimura (JAPAN SOCIETY OF CIVIL ENGINEERS) Tsuyoshi Nishimura (JAPAN SOCIETY OF CIVIL ENGINEERS) Yasuo Ikezoe (JAPAN SOCIETY OF CIVIL ENGINEERS) |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | 土木学会論文集 (Doboku Gakkai rombunshū), mars 1998, n. 589, v. 1998 |
| Page(s): | 91-98 |
| DOI: | 10.2208/jscej.1998.589_91 |
- Informations
sur cette fiche - Reference-ID
10619673 - Publié(e) le:
24.08.2021 - Modifié(e) le:
24.08.2021
Structurae coopère avec
