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Çѱ¹Áö¹Ý°øÇÐȸ / v.16, no.1, 2000³â, pp.227-234
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Åë°èÀû ½ÇÇè°èȹ¹ýÀ» ÀÌ¿ëÇÑ Æ÷Á¹¶õ½Ã¸àÆ®°è °í°µµ °íÈÅäÀÇ ¹èÇÕ¼³°è¿¡ °üÇÑ ¿¬±¸
( A Study on the Mix Design for the Pozzolanic Cement Treated with High Strength Soilcrete by Using the Statistical Design of Experimental Method ) |
| õº´½Ä;±èÁøÃá; ÇѾç´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;(ÁÖ)Çѱ¹Áö¿ÀÅØ;
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| Soilcrete´Â µµ·ÎÆ÷Àå°ú ¿¬¾àÁö¹Ý°³·®°ø»ç¿¡ ³Î¸® Ȱ¿ëµÇ°í ÀÖ´Â ÀüÅëÀûÀÎ Àç·áÀÌÁö¸¸ ³»±¸¼ºÀÌ ¶³¾îÁö°í ǰÁúÀÌ ºÒ±ÕÁúÇϱ⠶§¹®¿¡ ¿ëµµÈ®´ë¿¡ Á¦¾àÀ» ¹Þ¾Æ¿Ô´Ù. ±×·¯³ª Ãֱ٠ȯ°æÄ£ÈÀûÀÎ ¼ö¿ä°¡ Áõ°¡ÇÏ¸é¼ °ø¿øÀÇ »êÃ¥·Î, °ñÇÁÀåÀÇ º¸µµ µî¿¡ °í°µµ ¼ÒÀÏÅ©¸®Æ®ÀÇ Àû¿ë»ç·Ê°¡ Áõ°¡Çϰí ÀÖ´Ù º» ¿¬±¸ÀÇ ¸ñÀûÀº Æ÷Á¹¶õ ½Ã¸àÆ®¸¦ ÀÌ¿ëÇÑ °í°µµ ¼ÒÀÏÅ©¸®Æ®¿¡ ´ëÇØ¼ Åë°èÀûÀÎ ½ÇÇè°èȹ¹ýÀ» Àû¿ëÇÏ¿© Âü°í ¹èÇÕ¼³°è¸¦ ½Ç½ÃÇϰíÀÚ ÇÏ¿´´Ù. ½ÃÇèÅäÁúÀº ±¹³» ÇöÀå¿¡¼ ÈçÈ÷ º¼ ¼ö ÀÖ´Â Á¡Å並 ´ë»óÀ¸·Î ÇÏ¿´À¸¸ç, ¿¬±¸°á°ú ¾ÐÃà°µµ$50~150kg/cm^2$¼öÁØÀÇ °í°µµ ¼ÒÀÏÅ©¸®Æ®¿¡ ´ëÇÑ ½Ç¿ëÀûÀÎ Âü°í ¹èÇÕÇ¥¸¦ Á¦¾ÈÇÒ ¼ö ÀÖ¾ú´Ù. |
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| Soilcrete has been a traditional material for pavement and soft ground improvement techniques. However, since the durability is not excellent and the quality is not consistent, it has not been used for various purposes up to date. However, with the increase of naturally oriented needs for light traffic roads such as pedestrian roads of garden, golf courses and sidewalks, the cases of the high strength soilcrete paving have been increased lately. This study aims at making a reference table of mix design in accordance with the required design specifications fur the high strength soilcrete admixtured with the pozzolanic cement by using a statistical experimental method. The treated soil is the clay which is widely found in Korea. As the results of this study, we could derive an effective reference mix design table for the clay treated with the pozzolanic cement stabilizer in accordance with the compressive strength of $50~150kg/cm^2$ soilcrete. |
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| Ű¿öµå |
| Soilcrete;Pozzolanic soil stabilizing agent;Design of experiments;Variance analysis;Regression model;Response surface analysis; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.1, 2000³â, pp.227-234
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011921750217)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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