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Çѱ¹Áö¹Ý°øÇÐȸ / v.12, no.6, 1996³â, pp.163-184
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Áö¿À±×¸®µå-Æó EPSÁ¶°¢ È¥ÇÕ°æ·®ÅäÀÇ ¸¶ÂûƯ¼º
( Friction Characteristics of Geogrid -Light Weight Soil Mixed with Small Pieces of Waste EPS ) |
| ±èÈ«ÅÃ;¹æÀ±°æ; Á¤È¸¿ø, È«ÀÍ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;Á¤È¸¿ø, ´ë¿øÀü¹®´ëÇÐ Åä¸ñ°ú;
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| º» ¿¬±¸´Â º¸°Åä Åä·ùº®Ã¼ÀÇ µÚä¿òÀç·Î¼ Æó EPS Á¶°¢À» È¥ÇÕÇÑ °æ·®ÀÇ ¼ºÅäÀç·á¸¦ °³¹ß, Ȱ¿ëÇϱâ À§ÇÑ ±âÃÊ¿¬±¸·Î¼, ¿ì¸®³ª¶ó¿¡ ±¤¹üÀ§ÇÏ°Ô ºÐÆ÷Çϴ ȰdzÈÅä¿Í Æó EPSÁ¶°¢À» È¥ÇÕÇÑ °æ·®¼ºÅäÀç¿¡ ´ëÇØ °øÇÐÀû Ư¼ºÆÄ¾ÇÀ» À§ÇÑ ±âº»¹°¼º½ÃÇèÀ» ¼öÇàÇÏ¿´°í, ¶ÇÇÑ ±¹³»¿¡¼ ÆÇ¸ÅµÇ°í ÀÖ´Â µÎ°¡Áö ´ëÇ¥ÀûÀÎ °¼º ¹× ¿¬¼º Áö¿À±×¸®µå º¸°Àç¿¡ ´ëÇØ Æó EPSÁ¶°¢ÀÇ È¥ÇÕºñ¸¦ º¯È½Ã ÄѰ¡¸ç ½Ç³»Àι߽ÃÇèÀ» ¼öÇàÇÏ¿´À¸¸ç, ÀÌµé ½ÃÇè°á°ú¸¦ Åä´ë·Î ÇÏ¿© Æó EPSÁ¶°¢ È¥ÇÕ°æ·®ÅäÀÇ ÅäÁú°øÇÐÀû Ư¼º°ú Áö¿À±×¸®µå-È¥ÇÕ°æ·®Åä »çÀÌÀÇ ¸¶ÂûƯ¼ºÀ» ºÐ¼®.Æò°¡ÇÏ¿´´Ù. ¶ÇÇÑ º» ¿¬±¸¿¡¼´Â, ÀÎÀå·Â À̿ܿ¡µµ ´ÙÁüÇÏÁß ¹× »óÀçÇÏÁß µî ¼öÁ÷ÇÏÁß¿¡ ÀÇÇÑ ¾ÐÃà·ÂÀÌ Ãß°¡·Î µ¿½Ã¿¡ ÀÛ¿ëÇÏ´Â °æ¿ìÀÇ Áö¿À±×¸®µåÀÇ ÀÎÀå·Â-º¯Çü·ü °ü°è¸¦ °í·ÁÇÒ ¼ö ÀÖ´Â ¸¶Âû°µµ »êÁ¤¹æ¹ýÀ» Á¦½ÃÇÏ¿´À¸¸ç, ÀÌ ¹æ¹ýÀ» Åä´ë·Î ÇÏ¿© Áö¿À±×¸®µå-È¥ÇÕÅä »çÀÌÀÇ ¸¶Âû°µµ Æò°¡½Ã Àû¿ë°¡´ÉÇÑ º¸Á¤°è¼ö a1 ¹× a2 °ªÀÇ ¹üÀ§¸¦ Á¦½ÃÇÏ¿´´Ù. |
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| In this study, physical and geotechnical properties of the light weight mixed soil( weathered granite soil mixed with small pieces of waste EPS) were analyzed by laboratory experiments to examine its suitability for backfill materials of the reinforced-earth walls. Friction characteristics of geogrid-light weight sized soil were also investigated by performing the pullout tests for two types of geogrids having different flexural rigidity. Also a procedure was proposed to evaluate friction strength between geogrid and light weight miffed soil by using a stress-strain relationship of the orthotropic composite material subjected to both longitudinal and vertical loadings. By the procedure proposed in this study, values of the calibration coefficients ul and uf applicable for the evaluation of friction strengths between two types of geogrids and light weight mixed soils were further presented. |
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| Ű¿öµå |
| Waste EPS pieces;Weathered granite soil;Light weight mixed soil;Geogrid;Pullout test;Friction characteristics; |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.12, no.6, 1996³â, pp.163-184
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199611920447061)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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