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 | Jan. 2013 |
Location of Construction | Yokkaichi city, Mie Prefecture |
Ordering party | Toho Gas Co., Ltd. |
Pipe diameter | φ1000㎜ |
Distance | L=68.5m |
Type of soil | Rubble, sandy soil |
Gravel size | Φ1000mm(Rubble) |
Nominal diameter | φ1000mm |
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Distance of pipe jacking | L=68.47m |
Type of soil | Rubble, sandy soil |
N value | 50 |
Percentage of gravel | 80% |
Maximum gravel size | 1000mm(Rubble) |
Groundwater level | GL-2.80m |
Overburden | Average 6.9m |
Underground obstacles | Former revetment masonry (boulder) wire basket, tetrapod (launching to 30m section) |
Construction period | Daytime work (8h) Dec. 2012~Jan. 2013 (2 months) |
Immediately after the launching, a masonry (boulder), wire basket, & tetrapod section of about 20m were excavated, & the remaining 38m was constructed by normal pipe jacking.
At this site, in addition to the excavation of the old revetment masonry (boulder), there was some kind of metal reaction as a result of prior magnetic exploration, so the milling mall method was adopted.
Obstacle masonry groups and tetrapods are very large for TBM with a nominal diameter of φ1000 mm, so it took time to cut.
The jacking pipe also uses a composite steel pipe with a rolling prevention function dedicated to milling moll method.
During the construction, crushed pieces of boulder & wire were excavated, and it was thought that the metal reaction was in this wire basket.
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