Result

Public sewerage (first construction zone) pipe laying work

Construction details High-density slurry type pipe jacking method with compatible type for underground obstruction
Method Milling mole method
Completion date Mar. 2012
Location of Construction Kishiwada city, Osaka
Ordering party Kishiwada city
Pipe diameter φ1000㎜
Distance L=432.0m
Type of soil Gravel soil
Gravel size φ200㎜

Work summary

Nominal diameter φ1000mm
Distance of pipe jacking L=432.34m (Curve with R300m x 4 places, R200m x 1 place)
Type of soil Gravel soil
N value 33
Percentage of gravel 51%
Maximum gravel size 200mm
Groundwater level GL-2.37m
Overburden 8.23m~6.42m
Underground obstacles Steel sheet pile (TypeⅢ) 6 places, Penetrate in all cross sections
Construction period Day and night work (16h) Dec. 2011~Mar. 2012 (3 months)

After passing the intermediate shaft about 100m after launching, TBM encountered the first obstacle about 80m from there, and encountered the obstacle 6 times in the section of about 30m.
No obstacles appeared in the remaining 222m.
The geology was a composite ground of reclaimed gravel, sand and cohesive soil. The steel sheet pile type III, which is an obstacle, was left behind during the manhole construction of the sewage pipe that runs parallel to the upper part of the pipeline that was constructed this time.

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