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Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.3, 2000³â, pp.39-46
¹è¼öÀç ¼³Ä¡ ¹× ¹Ì¼³Ä¡ ±¸¿ªÀ¸·Î ±¸¼ºµÈ Olga-C ¼ºÅäÁö¹ÝÀÇ º¯Çü·ü ¼Óµµ ÀÇÁ¸ÀûÀÎ ¾Ð¹Ð°Åµ¿ ºñ±³
( Comparison of Stain Rate-Dependent Consolidation Behaviors of Olga-C Embankment with and without Vertical Drains )
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º» ³í¹®¿¡¼­´Â ¹è¼öÀç°¡ ¼³Ä¡µÈ ±¸¿ª°ú ¼³Ä¡µÇÁö ¾ÊÀº ±¸¿ªÀ¸·Î ±¸¼ºµÈ Olga-C ½ÃÇ輺ÅäÁö¹ÝÀÇ º¯Çü·ü¼Óµµ ÀÇÁ¸ÀûÀÎ ¾Ð¹Ð°Åµ¿À» ¼­¼úÇÏ¿´´Ù. ¹è¼öÀç°¡ ¼³Ä¡µÈ Áö¹ÝÀÌ ¾Ð¹Ð°Åµ¿¿¡ ´ëÇÑ º¯Çü·ü¼ÓµµÀÇ ¿µÇâÀ» ÇØ¼®Çϱâ À§ÇÏ¿© ÀÀ·Â-º¯Çü·ü-º¯Çü·ü ¼ÓµµÀÇ °ü°è½Ä(v-$varepsilon$v- v)À» ÀÌ¿ëÇÑ Ãà´ëĪ ºñ¼±Çü Á¡¼Ò¼º ¸ðµ¨À» Á¦¾ÈÇÏ¿´´Ù. Á¦¾ÈµÈ ¸ðµ¨Àº ½ÇÇè½Ç°ú ÇöÀåÀÇ º¯Çü·ü¼Óµµ Â÷À̻Ӹ¸ ¾Æ´Ï¶ó °£±Ø¼ö¾ÐÀÇ ¼Ò»ê°ú »ý¼ºÀÇ º¹ÇÕÀûÀÎ ¾Ð¹Ð°úÁ¤À» °í·ÁÇÒ ¼ö ÀÖ´Ù. ¿¬Á÷ ¹× ¹Ý°æ¹æÇâÀÇ ¹è¼öÈ¿°ú¿¡ ÀÇÇØ ¹è¼öÀç°¡ ¼³Ä¡µÈ Áö¹Ý(Zone B)¿¡¼­ À¯¹ßµÇ´Â º¯Çü·ü ¼Óµµ´Â ¹è¼öÀç°¡ ¼³Ä¡µÇÁö ¾ÊÀº ¿¬¾àÁö¹Ý (Zone A)ÀÇ º¯Çü·ü ¼Óµµº¸´Ù Å©´Ù. À¯¹ßµÈ º¯Çü·ü ¼ÓµµÀÇ ¿µÇâÀ¸·Î Zone BÀÇ ¼±Çà¾Ð¹ÐÇÏÁßµµ Zone A¿¡¼­ À¯¹ßµÇ´Â ¼±Çà¾Ð¹ÐÇÏÁߺ¸´Ù Å©´Ù. Olga-C Áö¿ªÀÇ Zone A ¿¡¼­´Â ÀÀ·Â¿ÏÈ­È¿°ú°¡ À¯¹ßµÇÁö¸¸, Zone B¿¡¼­´Â ÀÀ·Â¿ÏÈ­È¿°ú°¡ À¯¹ß µÇÁö ¾Ê¾Ò´Ù.
 
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Axisymmetric consolidation;Soft clay;Strain rate;Vertical drain;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.3, 2000³â, pp.39-46
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ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920441168)
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