Lake Biwa basin sewerage Northeast part Aito east trunk line (Karima 2 construction zone) pipe construction

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㎜

Work summary

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
Underground obstacles
Construction period