| Construction details | High-density slurry type pipe jacking method |
|---|---|
| Method | SS moll method |
| Completion date | Sep. 2011 |
| Location of Construction | Echi-District, Shiga Prefecture |
| Ordering party | Shiga basin Sewerage Office |
| Pipe diameter | φ800㎜ |
| Distance | L=526.0m |
| Type of soil | Gravel soil |
| Gravel size | φ750㎜ |
| Nominal diameter | φ800mm |
|---|---|
| Distance of pipe jacking | L=526.0m |
| Type of soil | Gravel soil |
| N value | |
| Percentage of gravel | |
| Maximum gravel size | |
| Groundwater level | |
| Overburden | |
| Underground obstacles | |
| Construction period |
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