|
|
|
| TUNNELING BY composite pressurized-plaster SHIELD MACHINES IN MULTILATERAL SEABED |
| Liao Mingyung |
| (RSEA Engineering Corporation, Taipei) |
|
|
|
|
Abstract Shield tunneling surpasses traditional tunneling methods by adopting shield machines to cope with complex geological and construction condition. This is most remarkable in tunnel construction in multilateral seabed (comprising rocks,gravel and broken layers)under high water pressure. The effective application of the composite pressurized-plaster shield machine in the cooling-water discharge tunnel in seabed for nuclear power plant engineering,which involves stabilization of excavation face,mucking,excavation equipments,monitoring devices,and special support equipments for arriving-seabed construction in difficult geological and construction conditions,is established by this study.
|
|
|
|
|
|
1 廖銘洋. 龍門(核四)計畫循環冷卻水出水道工程介紹[J]. 工程,2002,75(6):212~216
2 廖銘洋. 潛盾機評選與開挖面穩定機制之探討[碩士學位論文][D]. 基隆:台灣海洋大學,2001
3 栗原和夫. 泥水加壓潛盾工法[M]. [s. l.]:鹿島出版會,1982
4
|
| [1] |
MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
|
|
|
|