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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.3, no.3, 2003³â, pp.73-81
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°í³»±¸¼ºÄÜÅ©¸®Æ®ÀÇ ¿°ÇØÀúÇ×¼º¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸
( An Experimental Study on the Salt Damage Resistance of High Durable Concrete ) |
| À±Àçȯ;Á¤À絿; ¼ö¿ø´ëÇб³ °ÇÃà°øÇаú;´ë±¸´ëÇб³ °Ç¼³È¯°æ°øÇкÎ;
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| In this paper, salt damage resistance of high durable concrete was tested. High durable concrete was made by using low water cement ratio, chemical admixture called super-durable admixture and mineral admixtures such as fly-ash, ground granulated blast-furnace slag, silica fume. Two kinds of salt damage resistance test were carried out. One method is chloride ion penetration test(ASTM C1202), and the other one is depth of chloride penetration test in saline solution. Test results were as followers: 1) The depth of chloride ion penetration increased exponentially as water cement ratio was increased and time passed. 2) Super-durable admixture had little effect on the improvement of salt damage resistance of concrete. 3) Silica fume and ground granulated blast-furnace slag were effective on salt damage resistance because of pozzolanic reaction, but fly-ash had a little effect. |
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| °í³»±¸¼ºÄÜÅ©¸®Æ®;¿°ÇØÀúÇ×¼º;¿°ºÐħÅõ±íÀÌ;¿°È¹°ÀÌ¿ÂÅõ°ú¼º;High durable concrete;Salt damage resistance;Depth of chloride ion penetration;Chloride ion penetration; |
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Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.3, no.3, 2003³â, pp.73-81
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200311921973318)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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