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Çѱ¹Áö¹Ý°øÇÐȸ / v.20, no.1, 2004³â, pp.13-19
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À¯¸®¼¶À¯ ½ÃÆ® º¸° ¾Æ½ºÆÈÆ®Æ÷Àå ³»±¸¼º ÁõÁø¿¡ °üÇÑ ½ÇÇèÀû ¿¬±¸
( An Experimental Study of Class Fiber Sheet-reinforced Asphalt Pavement ) |
| Á¶»ï´ö;À̴뿵;±èÁøÈ¯;±è³²È£; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø Áö¹Ý¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø Áö¹Ý¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø Áö¹Ý¿¬±¸ºÎ;Çѱ¹±â¼ú±³À°´ëÇб³ °ÇÃà°øÇаú;
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| ±¹³» ¾Æ½ºÆÈÆ® Æ÷ÀåÀÇ ÁÖ¿äÆÄ¼ÕÀº ÇǷαտ, ¹Ý»ç±Õ¿, ¿Âµµ±Õ¿, ¼Ò¼ºº¯Çü µîÀÌ ¹ß»ýÇϰí ÀÖ´Ù. ÀÌ·¯ÇÑ ¾Æ½ºÆÈÆ®Æ÷ÀåÀÇ ÆÄ¼ÕÀ» ÃÖ¼ÒÈÇϱâ À§ÇØ ±âÁ¸ÀÇ ¾Æ½ºÆÈÆ® Æ÷Àå Ãþ¿¡ Æ÷Àå¼¶À¯¸¦ Æ÷¼³, º¸°ÇÏ´Â ±â¹ýÀÌ Àû¿ëµÉ ¼öµµ ÀÖ´Ù. º» ¿¬±¸¿¡¼´Â Æ÷Àå¼¶À¯ ¾Æ½ºÆÈÆ® Æ÷Àå ½Ã½ºÅÛÀ» ü°èÀûÀ¸·Î Á¤¸³Çϱâ À§ÇØ À¯¸®¼¶À¯ ½ÃÆ®·Î º¸°ÇÑ ¾Æ½ºÆÈÆ® Æ÷ÀåÃþÀ» ´ë»óÀ¸·Î ½Ç³»½ÃÇèÀ» ½Ç½ÃÇÏ¿´´Ù. ½Ç³»½ÃÇèÀº Æ÷Àå¼¶À¯ º¸° ¾Æ½ºÆÈÆ® Æ÷ÀåÀÇ ±Õ¿ÀúÇ×¼º°ú ¼Ò¼ºº¯ÇüÀ» Æò°¡Çϱâ À§ÇØ ÈÙÆ®·¡Å· ½ÃÇè°ú ±Õ¿ÀúÇ×¼º ½ÃÇèÀ» ¼öÇàÇÏ¿© Æ÷Àå¼¶À¯ ¾Æ½ºÆÈÆ® Æ÷ÀåÀÇ ¼Ò¼ºº¯Çü ¹× ±Õ¿ ÀúÇ×¼ºÀ» ºÐ¼®ÇÏ¿´´Ù. |
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| The major distress types in the domestic asphalt pavement are fatigue cracking, reflection cracking, thermal cracking, and rutting. To decrease the pavement distress by reinforcing asphalt pavement with reinforcement interlayer in geosynthetics to the traditional pavement systems can improve these problems. This study conducted laboratory test with asphalt pavement reinforced by glass fiber sheet to fix systematically geosynthetic asphalt pavement system. Laboratory tests like wheel tracking test and crack resistance test are conducted to analyze the controlling effect of glass fiber sheet on cracking and rutting of asphalt pavement. |
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| Ű¿öµå |
| Asphalt pavement;Fatigue cracking;Glass fiber sheet;Rutting;Wheel tracking test; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.20, no.1, 2004³â, pp.13-19
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922288562)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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