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Tunnel Deformation Behavior due to Ground Surface Excavation above the Tunnel
| Content Provider | Semantic Scholar |
|---|---|
| Author | Kojima, Yoshiyuki Asakura, Toshihiro Yoshikawa, Kazuyuki Shigeta, Yoshiyuki Tuchiya, Takashi Nakagawa, Koji |
| Copyright Year | 2003 |
| Abstract | found in cases of the final/initial overburden ratio h/H<0.2~0.3(h: final overburden, H: initial overburden). 2) Tunnel deformation behaviors consist mainly of B/2 (h+D) (B: excavation width, D: tunnel diameter), lining rigidity, ground rigidity, contact condition between ground and tunnel lining, and ground initial stress K0. |
| Starting Page | 958 |
| Ending Page | 965 |
| Page Count | 8 |
| File Format | PDF HTM / HTML |
| DOI | 10.2472/jsms.52.958 |
| Volume Number | 52 |
| Alternate Webpage(s) | https://www.jstage.jst.go.jp/article/jsms1963/52/8/52_8_958/_pdf/-char/en |
| Alternate Webpage(s) | https://doi.org/10.2472/jsms.52.958 |
| Language | English |
| Access Restriction | Open |
| Content Type | Text |
| Resource Type | Article |