@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-2Šª ”NF 1994”N •ÅF 2101-2106•Å ’˜ŽÒi˜ajF - ƒ^ƒCƒgƒ‹i˜ajF - ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Kunihiko FUCHIDA, Takashi AKIYOSHI, Takeshi HYODO ƒ^ƒCƒgƒ‹i‰pjF EFFECT OF SCP GROUND IMPROVEMENT ON BURIED PIPELINES ´˜^i‰pjF
Effects of sand compaction pile (SCP) as a countermeasure against soil liquefaction on buried pipelines subjected to buoyancy are investigated. Coefficients of subgrade reaction are evaluated by the tensile test of the pile model and the liquefaction analysis of the ground model, and these are related to the effective stress ratios. Numerical computations are conducted for the responses of pipeline subjected to buoyancy related to effective stress ratio. Results show that SCP ground improvement is effective to prevent soil liquefaction and reduce responses of pipeline buried in improved ground. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W