ŒfÚŽGŽi˜ajF “y–ØŠw‰ï˜_•¶W III ŠªF -Šª †F 382/III-7† •ÅF 175]181•Å ”NF 1987”N ŒŽF 6ŒŽ ’˜ŽÒi˜ajF ŠÖŒûG“ñ ƒ^ƒCƒgƒ‹i˜ajF –„݊ǘH‚̉t󉻑ÎôH–@‚ÉŠÖ‚·‚éŽÀŒ±“IlŽ@ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF JOURNAL OF GEOTECHNICAL ENGINEERING ’˜ŽÒi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Experimental study on the effectiveness of stabilizing techniques of underground pipelines against liquefactionD ´˜^i‰pjF
If the ground along an underground pipeline route consists of cohesionless soils likely to liquefy under the influence of seismic shocks, a pipeline buried in such soils may float to the surface of the ground water. In order to investigate the effectiveness of four types stabilizing techniques of underground pipelines against liquefaction, we performed big size shaking table test. this paper gives a detailed explanation for the observed date and describes the effectiveness of stabilizing techniques. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@@˜_•¶W