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- W635464941 abstract "Details are given of the methods adopted for the construction of the tunnel for the railway line in Japan. Because of the unsatisfactory geological and topographical conditions, coupled with the need to avoid interruption of surface facilities -- notably a major highway and a newly constructed drive-in -- special techniques were adopted. A description of these methods is given: the bottom half was driven with two pilot tunnels and the upper half was consolidated with grouting in advance. After consolidation, a modified Lance-Bernold technique was employed." @default.
- W635464941 created "2016-06-24" @default.
- W635464941 date "1978-02-01" @default.
- W635464941 modified "2023-09-25" @default.
- W635464941 title "Excavation through 10M overburden: Tunnelling method for Noguchi tunnel, Sanyo Shinkansen Line, Japan" @default.
- W635464941 doi "https://doi.org/10.1016/0148-9062(78)90823-9" @default.
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