@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-1Šª ”NF 1994”N •ÅF 841-846•Å ’˜ŽÒi˜ajF —é–Ø@NŽkC@Žž¼@FŽŸC@“c‰®@—TŽiC@–qŒ´@ˆË•v ƒ^ƒCƒgƒ‹i˜ajF ƒR[ƒ“ŠÑ“üŽŽŒ±Œ‹‰Ê‚ÆŒ´ˆÊ’u“€Œ‹ƒTƒ“ƒvƒŠƒ“ƒOŽŽ—¿‚Ì“®“I“Á«‚Æ‚ÌŠÖŒW ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Yasutsugu SUZUKI, Kohji TOKIMATSU, Yuhji TAYA, Yorio MAKIHARA ƒ^ƒCƒgƒ‹i‰pjF CORRELATION BETWEEN CONE PENETRATION TEST RESULTS AND DYNAMIC PROPERTIES OF IN SITU FROZEN SAMPLES ´˜^i‰pjF
Cone Penetration Tests have been conducted at six sites where sampling by in situ freazing method has been made. The CPT test results are compared with the dynamic soil properties obtained by laboratory tests on the in situ frozen samples. The fines content of the test sands varies from 0 to 30 %. The CPT qt-value shows a good correlation with the elastic shear modulus, and the CPT qt-value corrected in terms of vertical effective stress and minimum void ratio, qtN, shows a good correlation with the liquefaction resistance of in situ frozen samples. ƒL[ƒ[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W