Construction details | High-density slurry type pipe jacking method with compatible type for underground obstruction |
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Method | Milling mole method |
Completion date | Jul. 2017 |
Location of Construction | Kashiwa city, Chiba Prefecture |
Ordering party | East Japan Railway Company |
Pipe diameter | φ1500㎜ |
Distance | 34.068m |
Type of soil | Cohesive soil |
Gravel size |
Nominal diameter | φ1500㎜ |
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Distance of pipe jacking | 34.068m |
Type of soil | Cohesive soil |
N value | 0~5 |
Percentage of gravel | - |
Maximum gravel size | - |
Groundwater level | GL-2.3m |
Overburden | 2.3m |
Underground obstacles | Many wooden stakes within 3m below the railroad track |
Construction period | Apr. 2017~Jul. 2017(Daytime work) |
At the planning stage, the milling mall construction method was selected as an insurance method because there are many wooden piles under the old two lines out of the four lines.
For a while after launching, a small amount of wooden piles and concrete debris were excavated, and it was possible to excavate as usual. However, TBM encountered an unexpected obstacle 1.5m in front of the reception shaft and the cutter locked. So we used a telescopic jack to cut 300mm and was able to pass through obstacles and reach it safely.
As a result, I think we were able to reach it by adopting the milling mall method.
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