ŒfฺŽGŽi˜ajF “y–ุŠw‰๏˜_•ถW III ŠชF -Šช †F 505/III-29† •ลF 105-114•ล ”NF 1994”N ŒŽF 12ŒŽ ’˜Žาi˜ajF ฮ•@Œ’, ”ั“‡@Œ’, ด…@‰pŽ๗, “ˆ“c@ŽO˜N@ ƒ^ƒCƒgƒ‹i˜ajF ‰฿่ŠิŒ„…ˆณ‚ฬœ‹Ž‚๐•น—p‚ต‚ฝ–O˜aป’n”ี‚ฬU“ฎ’๗Œล‚฿Ž{H‚ษŠึ‚ท‚้Œค‹† ด˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfฺŽGŽi‰pjF JOURNAL OF GEOTECHNICAL ENGINEERING ’˜Žาi‰pjF ƒ^ƒCƒgƒ‹i‰pjF Investigation about the Vibrational Compaction Work of Saturated Sand Layers with Elimination of Excess Pore-Water Pressure@@ ด˜^i‰pjF
A series of field compaction tests have been carried out to investigate the effect of elimination of excess pore-water pressure during the vibrational compaction work. Consequently, the acceleration of ground during compaction, the blow counts(N-value) of ground after compaction, and the sphere of c ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹ๆ•ชF ˜a•ถ˜_•ถi“Še˜_•ถj ‹ๆ•ช @@@@˜_•ถW