| contributor author | Akira Kitamura | |
| contributor author | Yuzo Takeuchi | |
| date accessioned | 2017-05-08T22:40:15Z | |
| date available | 2017-05-08T22:40:15Z | |
| date copyright | March 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9364%281983%29109%3A1%2825%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85833 | |
| description abstract | The Seikan Tunnel in Japan is a long undersea tunnel with a total length of 53.850 km that links the islands of Honshu and Hokkaido. Tunnel excavation began in 1971 after a quarter of a century of survey activities. Along with the progress in the excavation and construction of the tunnel, a variety of technologies were developed. The progress of the construction and the pilot boring and grouting methods used to overcome the invasion of seawater, and the excavation methods used to cope with huge soil pressures are presented. The geological characteristics of the seabed are also described. | |
| publisher | American Society of Civil Engineers | |
| title | Seikan Tunnel | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Construction Engineering and Management | |
| identifier doi | 10.1061/(ASCE)0733-9364(1983)109:1(25) | |
| tree | Journal of Construction Engineering and Management:;1983:;Volume ( 109 ):;issue: 001 | |
| contenttype | Fulltext | |
