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Çѱ¹Áö¹Ý°øÇÐȸ / v.23, no.4, 2007³â, pp.101-112
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¾ÈÁ¤Ã³¸®µÈ ÇÏ»óÅäÀÇ °øÇÐÀû Ư¼º
( Engineering Characteristics of Stabilized Bed Sediment ) |
| ±èÁø¸¸;±è°æ¹Î;ÃÖºÀÇõ;±èÇлï;ÇÑ»óÇö;À̴뿵; Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ±¹ÅäÁö¹Ý¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ±¹ÅäÁö¹Ý¿¬±¸ºÎ;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ±¹ÅäÁö¹Ý¿¬±¸ºÎ;¿µ³²À̰ø´ëÇÐ Åä¸ñȯ°æ°øÇаú;¼ÀÏ´ëÇб³ Åä¸ñ°ú;Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ±¹ÅäÁö¹Ý¿¬±¸ºÎ;
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| º» ³í¹®Àº ±¹³»¹ß»ý ÇÏ»óÀç·áÀÇ ÇÏõÁ¦¹æ ÃàÁ¦ Àç·á·ÎÀÇ È°¿ë¼º Æò°¡¸¦ À§ÇÑ ½Ç³»½ÃÇè°á°ú¸¦ ³ªÅ¸³»°í ÀÖ´Ù. º» ¿¬±¸¿¡¼´Â ½Ã¸àÆ®¿Í ȰdzÈÅ並 È¥ÇÕÇÑ ÇÏ»óÅäÀÇ °øÇÐÀû Ư¼ºÀ» Æò°¡Çϱâ À§ÇØ ÀÏ·ÃÀÇ ½Ç³»½ÃÇèÀ» ¼öÇàÇÏ¿´´Ù. À̸¦ À§ÇØ ÀÔµµºÐ¼®, Á÷Á¢Àü´Ü½ÃÇè, Åõ¼ö½ÃÇè, ÀÏÃà¾ÐÃà½ÃÇèÀ» ¼öÇàÇÏ¿´´Ù. ½ÃÇè°á°ú¸¦ ÅëÇØ ½Ã¸àÆ®¿Í ȰdzÈÅ並 È¥ÇÕÇÏ¿© ó¸®µÈ ÇÏ»óÅäÀÇ Á¦¹æ ÃàÁ¶Á¦ ¹× ¼ºÅäÀç·ÎÀÇ È°¿ë°¡´É¼ºÀ» È®ÀÎÇÒ ¼ö ÀÖ¾ú´Ù. |
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| This paper presents the results of an investigation on the ways of utilizing bed sediment as levee materials by laboratory tests. A series of laboratory tests were performed to asses the improved engineering characteristics of bed sediment using admixture cement and weathered granite soils. In this study, several tests such as the grain size analysis test, direct shear test, permeability test, unconfined compression test were peformed. The results of the analyses indicated that the treated bed sediment with cement and weathered granite soils can have the adaptability to the fill material for levee. |
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| Ű¿öµå |
| Levee;Bed sediment;Engineering characteristics;Fill material; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.23, no.4, 2007³â, pp.101-112
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200718411577255)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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