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Çѱ¹Áö¹Ý°øÇÐȸ / v.24, no.6, 2008³â, pp.95-100
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ÆÇ»ó ¿¬Á÷¹è¼öÀçÀÇ À¯È¿ µî°¡°æ °áÁ¤ ¹æ¹ý¿¡ °üÇÑ ¿¬±¸
( Study on the Method of Determining Equivalent Circle of Band-shaped Prefabricated Vertical Drains ) |
| À¯½Â°æ;¼ÒÀüȱ¤; ¸íÁöÀü¹®´ëÇÐ Åä¸ñ°ú;¿À»çÄ«´ëÇÐ »çȸ±â¹Ý°øÇаú;
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| ÆÇ»óÀÇ ¿¬Á÷¹è¼öÀ縦 ÀÌ¿ëÇÑ ¿¬¾àÁö¹Ý°³·®°ø¹ý¿¡ ´ëÇÑ ¼³°è¸¦ º¸´Ù Á¤È®ÇÏ°Ô ¼öÇàÇϱâ À§Çؼ´Â ÆÇ»ó ¹è¼öÀçÀÇ À¯È¿ µî°¡°æ °áÁ¤ÀÌ ¸Å¿ì Áß¿äÇÑ ¿ä¼ÒÀÌ´Ù. º» ¿¬±¸¿¡¼´Â ¿¬¾àÁö¹ÝÀÇ ¾Ð¹Ð°Åµ¿À» °í·ÁÇÑ ÇÕ¸®ÀûÀÎ ÆÇ»ó ¹è¼öÀçÀÇ À¯È¿ µî°¡°æ °áÁ¤¹æ¹ý¿¡ ´ëÇÑ °íÂûÀ» À§ÇÏ¿© ÀÏ·ÃÀÇ ¼öÄ¡ÇØ¼®À» ½Ç½ÃÇÏ¿´´Ù. º» ¿¬±¸¿¡¼ »ç¿ëÇÑ ÅºÁ¡¼Ò¼º 3Â÷¿ø¾Ð¹Ð À¯ÇÑ¿ä¼ÒÇØ¼® ¹æ¹ýÀº µ¿ÀÏÇÑ Á¶°ÇÀÇ ½Ç³»¸ðÇü½ÇÇè °á°ú¿ÍÀÇ ºñ±³¸¦ ÅëÇÏ¿© °ËÁõÇÏ¿´´Ù. ¶ÇÇÑ, ¼öÄ¡ÇØ¼® °á°ú·ÎºÎÅÍ ÆÇ»ó ¿¬Á÷¹è¼öÀç·Î °³·®µÈ ¿¬¾àÁö¹ÝÀÇ ¾Ð¹Ð°Åµ¿À» ÀçÇöÇÏ¿´À¸¸ç, À̸¦ ¹Ý¿µÇÑ ÆÇ»ó ¿¬Á÷¹è¼öÀçÀÇ À¯È¿ µî°¡°æÀ» »êÁ¤ÇÏ¿´´Ù. |
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| In the design of ground improvement using band-shaped prefabricated vertical drains (PVD), it is required to determine a reasonable equivalent circle of PVDs. In this paper, a series of numerical analyses on soft clay ground improved by PVD were carried out in order to investigate the resonable equivalent circle of PVD considering consolidation behavior of improved soft clay ground by PVD. The applicability of numerical analyses, in which an elasto-viscoplastic three-dimensional consolidation finite element method was applied, could be confirmed comparing with consolidation behavior simulated at the laboratory. And, through the results of the numerical analyses, consolidation behaviors of soft clay ground with elapsed time were elucidated, together with the equivalent circle of PVD considering consolidation behaviors. |
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| Ű¿öµå |
| Consolidation;Equivalent circle;Numerical analysis;PVD method;Soft clay; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.24, no.6, 2008³â, pp.95-100
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200827464608903)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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