@ ŒfฺŽGŽi˜ajF “๚–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•ถW VolF 9-1Šช ”NF 1994”N •ลF 811-816•ล ’˜Žาi˜ajF “กˆไ@ฦ‹vC@•บ“ฎ@ณKC@‘บ“c@Gˆ๊C@•Ÿ“c@’ผŽO ƒ^ƒCƒgƒ‹i˜ajF ‰Š๚‚น‚๑’f‰ž—อ‰บ‚ฬ”Sซ“y’n”ี‚ฬ’nkŽžˆภ’่ซ ด˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfฺŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜Žาi‰pjF Teruhisa@FUJII, Masayuki@HYODO, Hidekazu MURATA, Naozo FUKUDA ƒ^ƒCƒgƒ‹i‰pjF SEISMIC STABILITY OF CLAY SUBJECTED TO INITIAL SHEAR STRESS ด˜^i‰pjF
In considering earthquake resistant design problems, the interest has been focused on the liquefaction of saturated sand. Clays have been considered to be rather stable than sands during earthquakes. However, serious damages of embankments based on clay layer were reported in the previous earthquakes. Based on a series of cyclic triaxial tests on clay with various initial static and subsequent cyclic shear stresses, in the present study a seismic stability analysis of fill beneath soft clay foundation was performed. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹ๆ•ชF - ‹ๆ•ช @@@ˆฯˆ๕‰๏˜_•ถW