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Çѱ¹Áö¹Ý°øÇÐȸ / v.25, no.8, 2009³â, pp.47-55
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¹Ýº¹ÀçÇÏ¿¡ ÀÇÇÑ °í¸·²®Áú-dzÈÀÜ·ùÅä È¥ÇÕÅäÀÇ º¯Çü Ư¼º
( Characteristics of Shell-Residual Soil Mixture Deformation by Cyclic Loading ) |
| Àå¿ëä;¼Áö¿õ;À̽ÂÀº; ¸ñÆ÷ÇØ¾ç´ëÇб³ ÇØ¾ç½Ã½ºÅÛ°øÇкÎ;¸ñÆ÷ÇØ¾ç´ëÇб³ ÇØ¾çÅä¸ñ°øÇаú;¸ñÆ÷ÇØ¾ç´ëÇб³ ÇØ¾çÅä¸ñ°øÇаú;
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| º» ¿¬±¸´Â ÇØ¾çºÎ»ê¹°·Î ¹ß»ýµÇ´Â °í¸·²®ÁúÀ» ÀçȰ¿ëÇϱâ À§ÇÏ¿© ¸Å¸³À̳ª ¼ºÅäÀç·á·Î Ȱ¿ëµÇ°í Àִ ȲÅä¿¡ È¥ÇÕ Àû¿ëÇÔÀ¸·Î½á ģȯ°æÀûÀÎ °Ç¼³Àç·áÀÇ ´ëüÀç·á·Î Ȱ¿ë¼ºÀ» ¿¬±¸Çϴµ¥ ±× ¸ñÀûÀÌ ÀÖ´Ù. À̸¦ À§ÇØ È²Å並 Á¶¸³Àç·áÀÎ °í¸·²®Áú°ú È¥ÇÕÇÏ¿© ¹Ýº¹»ïÃà½ÃÇèÀ» ÅëÇÏ¿© ¿ªÇÐÀûÀΠƯ¼ºÀ» ¾Ë¾Æº¸¾Ò´Ù. °í¸·²®Áú-ȲÅä È¥ÇÕÅäÀÇ È¥ÇÕºñÀ²Àº Áß·®ºñ¸¦ ÀÌ¿ëÇÏ¿´À¸¸ç ȲÅä¿¡ °í¸·²®ÁúÀ» ÀÏÁ¤ÇÑ ÇÔÀ¯À²·Î È¥ÇÕÇÑ °í¸·²®ÁúÀÇ È¥ÇÕºñÀ²Àº 5Á¾·ù·Î ÇÏ°í °¢°¢ÀÇ È¥ÇÕÅä¿¡ ´ëÇØ ¹Ýº¹»ïÃà½ÃÇèÀ» ½Ç½ÃÇÏ¿´´Ù. ¹Ýº¹»ïÃà½ÃÇè °á°ú °í¸·²®Áú ġȯ ÇÔÀ¯À²ÀÌ 20.0% ÀÌ»óÀΠȥÇÕÅä¿¡¼ ¾×»óÈÀúÇ×¼º¿¡ ÇѰ谡 ÀÖ´Â °ÍÀ¸·Î ³ªÅ¸³µ´Ù. µû¶ó¼ º» ¿¬±¸¿¡¼´Â °í¸·²®Áú-ȲÅä È¥ÇÕÅäÀÇ ¾×»óÈ ÀúÇ×¼ºÀ» Áõ´ë½Ã۰íÀÚ ¾à°£ÀÇ À¯¸®¼¶À¯¸¦ ÷°¡ ÇÏ¿© ÀÔÁõÇÏ¿´´Ù. |
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| This research has the purpose to examine the potential of shell, a byproduct of maritime products to be utilized as alternative environment-friendly construction material by mixing and applying it with residual soit which is used as burial or filling material to recycle it. To that end, the research looked into the mechanical characteristics of shell through cyclic triaxial test by mixing it with residual soil. With the mixing ratios of shell of 5 groups set at 5.0%, 10.0%, 20.0%, 40.0% and 60.0%, the mixture soils was processed through a series of cyclic triaxial tests. And it was shown that liquefation resistance has limitation in the mixed soils with shell substitute content ratios exceeding 20.0%. To increase the liquefaction resistance of the mixed soil, this research has shown that addition of moderate amount of glass fibers would suffice. |
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| Ű¿öµå |
| Construction material;Cyclic triaxial test;Liquefaction;Maritime products;Residual soil; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.25, no.8, 2009³â, pp.47-55
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200931559903667)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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