¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹Áö¹Ý°øÇÐȸ / v.14, no.5, 1998³â, pp.29-38
Æó¼®È¸ÀÇ Á¡ÅäÂ÷¼öÀç·Î¼­ Ȱ¿ë¿¡ °üÇÑ ¿¬±¸
( A Study on Amended Clay Liner by Utilizing Waste Lime )
½ÅÀºÃ¶;±è¼ºÈ¯; Á¤È¸¿ø, ½Ã¸³ÀÎõ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;Àå¿ø±â¼ú´Ü Åä¸ñºÎ »ç¿ø;
 
ÃÊ ·Ï
ÀÌ ¿¬±¸ÀÇ ¸ñÀûÀº È­ÇаøÀå¿¡¼­ ºÎ»ê¹°·Î ¹ß»ýµÇ´Â Æó¼®È¸¸¦ Ȱ¿ëÇÏ¿© ÀΰøÁ¡ÅäÂ÷¼öÀ縦 °³¹ßÇϴµ¥ ÀÖ´Ù. Æó¼®È¸ÀÇ °æ¿ì¿¡´Â ÀÏÃà¾ÐÃà°­µµÆ¯¼º, ´ÙÁüƯ¼º. Åõ¼öƯ¼º µî¿¡ ¸¹Àº ¿µÇâÀ» ¹ÌÄ¡´Â °ÍÀ¸·Î ¾Ë·ÁÁø À¯±â¹°À» ´Ù·® ÇÔÀ¯Çϰí ÀÖ´Ù. ÀÌ·¯ÇÑ Æó¼®È¸ÀÇ Áö¹Ý°øÇÐÀûÀΠƯ¼ºÀ» °³·®ÇÏ¿© EPA°¡ Á¡ÅäÂ÷¼öÀç·Î½á ¿ä±¸Çϴ Ư¼ºÀ» ¸¸Á·½Ã۱â À§ÇÏ¿© Ư¼ºÀÌ ´Ù¸¥ Àç·á¸¦ È¥ÇÕÇÏ¿´´Ù. ÀÌ·¯ÇÑ Æ¯¼ºÀ» °³·®Çϱâ À§ÇÑ Àç·á·Î´Â Çѱ¹ÀÇ ¾î´À ÇöÀå¿¡¼­³ª ½±°Ô ±¸ÇÒ ¼ö ÀÖ´Â È­°­Ç³È­Å並 »ç¿ëÇÏ¿´´Ù. È­°­ dzȭÅä¿¡ Á¦¼®È¸ÀÇ ÈçÇÕºñ¸¦ Áß°¡ ½ÃŰ¸ç °¢Á¾ ½Ç³»½ÃÇèÀ» ½Ç½ÃÇÏ¿´´Ù. °¢°¢ÀÇ È¥ÇÕºñ¿¡ µû¸¥ Áö¹Ý °øÇÐÀûÀΠƯ¼ºÀ» ¸Å¸³Àå¿¡¼­ Á¡ÅäÂ÷¼öÀç·Î¼­ ¿ä±¸µÇ´Â ¼³°è±âÁذú ºñ±³ÇÏ¿´´Ù. ½Ç³»½ÃøÀÇ °á°ú¿¡ ÀÇÇÏ¸é Æó¼®È¸ÀÇ È¥ÇÕºñ°¡ 20~30%ÀÎ ½Ã·á°¡ Æó±â¹° ¸Å¸³ÀåÀÇ Â÷¼öÀç·Î¼­ ÀûÇÕÇÔÀÌ ÆÇ¸íµÇ¾ú´Ù.
The purpose of this research is to develop an amended clay liner by utilizing waste lime produced as a by-product in chemical industries. Waste lime contains various kinds of organics which affect the permeability, compactability, and unconfined compressive strengths of soil. The geotechnical engineering properties of waste were improved by adding other materials so that they might meet the EPA requirement of clay liner. Granite weathered soil, which is abundant in Korea and can be obtained easily in the field. was used as a primary additive to improve geotechnical engineering properties of waste lime. Various kinds of laboratory tests related to geotecnnical engineering properties, required to evaluate the design criteria for the clay liner in the solid waste landfill. were carried out by changing miRing ratio of waste lime with additive. According to the laboratory test results, in order to obtain the appropriate amended clay liner. the effective miffing ratio of waste lime in granite weathered soil was proved to be about 20~30%.
 
Ű¿öµå
Waste lime;Clay liner;Permeability;EPA;Soild waste landfill;
 
Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.14, no.5, 1998³â, pp.29-38
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920448382)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿