¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.5, 1998³â, pp.205-218
Àç·áÀÇ ¿ªÇÐÀû °Åµ¿Æ¯¼º¿¡ ±âÃÊÇÑ ¾×»óÈ­ Æò°¡¹æ¹ý
( New Methods for Assessing Liquefaction Potential Based on the Characteristics of Material )
±è°æÈ¯;¹ÚÀÎÁØ;±è¼öÀÏ; ¿¬¼¼´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;¿¬¼¼´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú ¹Ú»çÈÄ °úÁ¤(Post Doc.), ¿¬¼¼´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;;
 
ÃÊ ·Ï
»çÁúÅä·Î ±¸¼ºµÈ Áö¹ÝÀº Á¡Åä·Î ±¸¼ºµÈ Áö¹Ý¿¡ ºñÇØ ¹è¼ö ¹× °­µµ¸é¿¡¼­ ¿ì¼öÇÏ´Ù´Â ÀåÁ¡ÀÌ ÀÖ´Ù. ÇÏÁö¸¸ ´À½¼ÇÑ »çÁúÅä Áö¹ÝÀÇ °æ¿ì ÁöÁøÇÏÁß°ú °°Àº ±Þ¼ÓÇÏÁßÀÌ °¡ÇØÁö¸é Àü´Ü·ÂÀ» »ó½ÇÇϰí À¯Ã¼¿Í °°Àº °Åµ¿À» ÇÏ´Â ¾×»óÈ­°¡ ¹ß»ýÇÒ °¡´É¼ºÀÌ ÀÖ´Ù. µû¶ó¼­ º» ¿¬±¸¿¡¼­´Â »çÁúÅäÀÇ ¾×»óÈ­Çö»óÀ» Àç·áÀÇ ¿ªÇÐÀû °Åµ¿Æ¯¼ºÀÇ °üÁ¡¿¡¼­ Á¢±ÙÇÏ´Â ¿¬±¸¸¦ ¼öÇàÇÏ¿´´Ù. Àç·áÀÇ ¿ªÇÐÀû °Åµ¿Æ¯¼º¿¡ ±âÃÊÇÑ °³³äÀ¸·Î½á ¼Ò»ê¿¡³ÊÁö °³³ä¿¡ ±âÃʸ¦ Çϰí ÀÖ´Â ¿¡³ÊÁö¹ý°ú ÅäÆóÀÇ ¿¬È­ÀÀ´ä(softening response)¿¡ ´ëÇÑ ±¸¼º¹æÁ¤½ÄÀ» ±âÃÊ·Î ÇÏ´Â ±³¶õ»óŰ³³ä(disturbed state concept , DSC)À» ÀÌ¿ëÇÑ ¹æ¹ýÀ» ¾×»óÈ­¿¡ ´ëÇÑ ÇØ¼®¿¡ Àû¿ëÇÏ¿´´Ù. ÁÖ¹®Áø Ç¥Áػ縦 ´ë»óÀ¸·Î ¼öÇàÇÑ ´Ù¾çÇÑ »ó´ë¹Ðµµ¿¡ ´ëÇÑ Áøµ¿»ïÃà½ÃÇè°á°ú¸¦ ÇØ¼®¿¡ Àû¿ëÇÏ¿´´Ù. ÁÖ¹®Áø Ç¥Áػ縦 ´ë»óÀ¸·Î ÇÑ Áøµ¿»ïÃà½ÃÇè°á°ú´Â ´Ù¸¥ Á¶°ÇÀÌ µ¿ÀÏÇÑ °æ¿ì »ó´ë¹Ðµµ°¡ Áõ°¡ÇÔ¿¡ µû¶ó ¾×»óÈ­ ¹ß»ý¿¡ ¿ä±¸µÇ´Â ¹Ýº¹ÇÏÁßÀÇ ÀçÇÏȸ¼ö°¡ Áõ°¡ÇÏ¿´´Ù. DSC¹ýÀ» ÅëÇÑ ¾×»óÈ­Æò°¡ °á°ú, »ó´ë¹Ðµµ°¡ Áõ°¡ÇÔ¿¡ µû¶ó ¾×»óÈ­¹ß»ý¿¡ ¿ä±¸µÇ´Â ½Ã·áÀÇ ±³¶õ ¶Ç´Â Áõ°¡ÇÏ¿´°í ¼Ò¼ºº¯Çü·üÀº °¨¼ÒÇÏ´Â °á°ú¸¦ º¸¿´´Ù. ÀÌ´Â ½Ã·áÀÇ »ó´ë¹Ðµµ°¡ Áõ°¡ÇÔ¿¡ µû¶ó ½Ã·á´Â º¸´Ù °ß°íÇÑ »óÅ¿¡ ÀÖÀ¸¸ç ±×·Î ÀÎÇØ ¾×»óÈ­¿¡ ¿ä±¸µÇ´Â ½Ã·áÀÇ ±³¶õµµ°¡ º¸´Ù Å©¸ç ¼Ò¼ºº¯Çüµµ °¨¼ÒµÇ´Â °ÍÀ¸·Î ÆÇ´ÜµÈ´Ù. ¿¡³ÊÁö¹ý¿¡ ÀÇÇÑ ¾×»óÈ­Æò°¡ °á°ú, ¹Ýº¹ÇÏÁßÀÇ ÀçÇϽà ½Ã·á³»ºÎ ¹Ì¼¼±¸Á¶ÀÇ º¯È­¿¡ ±âÀÎÇÏ´Â ¼Ò»ê¿¡³ÊÁö´Â °úÀ×°£±Ø¼ö¾Ð°ú ÀÏÁ¤ÇÑ ÇÔ¼ö°ü°è°¡ ÀÖ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. º» ¿¬±¸¿¡¼­´Â ¿¡³ÊÁö¹ý¿¡ ÀÇÇÑ ¾×»óÈ­ ¹ß»ý½Ã±â¸¦ ½Ã·á³»ºÎÀÇ ¼Ò»ê¿¡³ÊÁöÀÇ º¯È­°¡ °¡Àå ±Þ°ÝÇÑ ½Ã±â·Î Á¦¾ÈÇÏ¿´À¸¸ç, À̸¦ ÅëÇÑ ÇØ¼®°á°ú´Â ½ÃÇè°á°ú¿Í ºñ±³ÇØ º¼ ¶§ Ÿ´ç¼ºÀÖ´Â °á°ú¸¦ º¸¿©ÁÖ¾ú´Ù. DSC¹ý¿¡ ¼Ò°³µÈ ¾×»óÈ­¹ß»ý½Ã±âÀÇ ÆÇÁ¤¹æ¹ý°ú º» ¿¬±¸¿¡¼­ Á¦½ÃÇÑ ¿¡³ÊÁö¹ý¿¡ ÀÇÇÑ ¾×»óÈ­¹ß»ý ½Ã±âÀÇ ÆÇÁ¤¹æ¹ýÀ» ½ÃÇè°á°ú¸¦ ÅëÇØ °ËÁõÇÑ °á°ú ½Å·ÚÇÒ ¸»ÇÑ °á°ú¸¦ º¸¿©ÁÖ°í ÀÖÀ¸¸ç. À̸¦ ÅëÇØ Æ÷È­»çÁúÅä¿¡ ´ëÇÑ ÇÕ¸®ÀûÀÎ ¾×»óÈ­ÆÇÁ¤ÀÇ ¼öÇàÀÌ °¡´ÉÇÏ´Ù°í ÆÇ´ÜµÈ´Ù.
The purpose of this study is to develop and utilize new assessment of liquefaction potential based on DSC(disturbed state concept) and dissipated energy concept. The term liquefaction has suddenly loses its shear strength and behaves like a fluid. Liquefaction has been a source of a major damage during severe earthquake. In this study, the cyclic undrained behavior of Joomoonjin strand is investigated by using an automates triaxial testing device(C. K. Chan type). In order to assess liquefaction potential of saturated strand, DSC method and energy method are applied for the experimental data. The use of DSC method and energy method to define the liquefaction potential is verified through laboratory testis of cyclic triaxial test on saturated sand specimens. Based on the analytical results of DSC method, the relationship between the factor affecting liquefaction characteristics(Dr) and physical properties of the saturated santa(fs and D.) is found. Based on the analytical results of energy method, it is found that the initial liquefaction of rand is related to the significant change in the dissipated energy. Finally, it is shown that the DSC method and energy method can capture the liquefaction mechanism.
 
Ű¿öµå
Liquefaction;Disturbed state concept;Dissipated energy concept;Joomoonjin sand;Excess pore water pressure;Cyclic triaxial test;
 
Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.14, no.5, 1998³â, pp.205-218
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920448560)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿