¶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.24, no.7, 2008³â, pp.43-50
À¯»ç°ú¾Ð¹Ð Áؼ³¸Å¸³Áö¹ÝÀÇ Àå±â¾Ð¹ÐħÇÏ
( Long-term Settlement of the Reclaimed Quasi-overconsolidated Clay Deposits )
ÀÌÁø¼ö;ÀÌÃæÈ£;俵¼ö;¹é¿øÁø;¼Ûº´°ü;±èÁÖÇö; µ¿½Å´ëÇб³ Åä¸ñ°øÇаú;¾ËÁö¿ÀÀÌ¿£¾¾;¼ö¿ø´ëÇб³ Åä¸ñ°øÇаú;Àü³²´ëÇб³ »ý¹°»ê¾÷°øÇаú;Àü³²´ëÇб³ Áö¿ª¹ÙÀÌ¿À½Ã½ºÅÛ°øÇаú;¼­¿ï½Ã¸³´ëÇб³ Åä¸ñ°øÇаú;
 
ÃÊ ·Ï
Áؼ³¸Å¸³Áö¹Ý¿¡¼­ÀÇ ¾Ð¹ÐħÇÏ´Â Á¾Á¾ ±¸Á¶¹°¿¡ Å« ÇÇÇØ¸¦ ³¢Ä£´Ù. ÃÖ±Ù ±¹³»¿¡¼­´Â ´ë±Ô¸ð ÇÁ·ÎÁ§Æ®µéÀÌ ´ë½Éµµ ¿¬¾àÁö¹Ý »ó¿¡ °èȹ ¶Ç´Â ÁøÇà Áß¿¡ ÀÖ´Ù. µû¶ó¼­, Àå±â¾Ð¹ÐħÇÏ¿¡ ´ëÇÑ Æò°¡´Â ¼³°è¿Í ½Ã°ø¿¡ À־ ¸Å¿ì Áß¿äÇÑ »çÇ×À̶ó°í ÇÒ ¼ö ÀÖÀ¸¹Ç·Î, º» ¿¬±¸¿¡¼­´Â, Áؼ³¸Å¸³Áö¹ÝÀÇ Àå±â¾Ð¹ÐƯ¼º¿¡ ´ëÇÑ ¿¬±¸¸¦ ¼öÇàÇÏ¿´´Ù. ù ¹øÂ°·Î, ±¤¾ç Àα٠Áö¿ªÀÇ Áؼ³¸Å¸³Áö¹Ý¿¡ ´ëÇÑ $C_{alpha}/C_c$ÀÇ °ü°è¸¦, µÎ ¹øÂ°·Î, À¯»ç°ú¾Ð¹ÐÁö¹ÝÀÇ Àå±â¾Ð¹ÐƯ¼º¿¡ ´ëÇØ Æò°¡ÇÏ¿´´Ù.
Structures are frequently built on a dredged clay layer overlaid by a soft marine clay deposit in coastal areas of Korea. Large consolidation settlement usually occurs in the case and this may cause damages of super-structures. So, the evaluation of long-term consolidation settlement is very important in design and construction. Therefore, in this study, a long-term consolidation characteristics of marine dredged clays are investigated. Firstly, the relationship of $C_{alpha}/C_c$ on marine dredged clays near Gwang-yang Port was evaluated. Secondly, long-term consolidation characteristics of the pseudo-preconsolidated ground were evaluated.
 
Ű¿öµå
Long-term consolidation;Marine dredged clays;Pseudo-preconsolidation;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.7, 2008³â, pp.43-50
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200834347672405)
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¿