�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-2Šª ”N�F 1994”N •Å�F 2107-2111•Å ’˜ŽÒ�i˜a�j�F �¡—¢ •�•F, �‚‰® �³, •ž•” ’èˆç ƒ^ƒCƒgƒ‹�i˜a�j�F –„�ÝŠÇ‚Ì�kŠQ—\‘ª �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Takehiko IMASATO, Tadashi TAKAYA, Sadaiku HATTORI ƒ^ƒCƒgƒ‹�i‰p�j�F EVALUATION OF PIPELINE DAMAGES BY EARTHQUAKE �´˜^�i‰p�j�F
The present paper proposes an evaluation method for pipeline damages by using average S wave velocity and liquefaction potential decided by S wave velocity in each layer ( an evaluation method of liquefaction potential was proposed in 1990 ) determined by Surface wave exploration. Average S wave velocity and liquefaction potential between ground surfa-ce boundary of liquefaction layer are calculated. Average S wave velocity iscalculated to use Root Mean Square (R.M.S.) equation. Liquefaction potential is decided by area enclosed with Vs�¡Vscr which was proposed in 1990. It is evaluated that liquefaction potential is low in case of small area and high in case of large one. Evaluation of a drainpipe damage was carried out in Shohnan area in Noshiro city, Akita prefecture where was attacked by Nihonkai Chuubu Earthquake (1983.5.26,M=7.7). It was found that average S wave velocity was low and area was large in damaged area but average S wave velocity was high and area was small in non-damaged area. This method isuseful for evaluation of lifeline damages in the area where may be attacked by a big earthquake in the near future. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W