¶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.13, no.6, 1997³â, pp.37-44
¿øÀ¯·Î ¿À¿°µÈ Áö¹ÝÀÇ ¿ªÇÐÀû Ư¼º
( Geotechnical Characteristics of Crude Oil-Contaminated Sandy Ground )
½ÅÀºÃ¶;ÀÌÀç¹ü; Á¤È¸¿ø, ÀÎõ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;Á¤È¸¿ø, ´ë¿ì¿£Áö´Ï¾î¸µ ±â¼ú¿¬±¸¼Ò;
 
ÃÊ ·Ï
º» ¿¬±¸´Â ÅäÁú ¿ªÇÐÀûÀÎ Ãø¸é¿¡¼­ ¿øÀ¯·Î ¿À¿°µÈ »çÁúÅäÀÇ ¾ÐÃà°­µµ Ư¼º, Àü´Ü°­µµ, Åõ¼ö°è¼ö, ÁöÁö·Â Ư¼ºÀ» ÅëÇÏ¿© ¿øÀ¯·Î ¿À¿°µÈ ¸ð·¡ÀÇ ¹°¸®Àû °Åµ¿À» ÆÄ¾ÇÇÏ¿´´Ù. ½ÇÇè °á°ú¿¡ ÀÇÇÏ¸é ¿øÀ¯·Î ¿À¿°µÈ ¸ð·¡ Áö¹ÝÀÇ ³»ºÎ¸¶Âû°¢ÀÌ ¿À¿°µÇÁö ¾ÊÀº Áö¹ÝÀÇ ³»ºÎ¸¶Âû°¢º¸´Ù °£±Ø¼Ó¿¡ ÀÖ´Â ¿øÀ¯·Î ÀÎÇÏ¿© °¨¼ÒÇϰí ÀÖÀ¸¸ç,¿À¿°µµ¿¡ µû¶ó¼­ °­µµÁ¤¼öµé ¶ÇÇÑ ÇöÀúÇÑ ¿µÇâÀ» º¸À̰í ÀÖ´Ù. ¸ð·¡Áö¹ÝÀÇ ÁöÁö·ÂÀº ¿øÀ¯¿À¿° µµ¿¡ µû¶ó Å©°Ô ¿µÇâÀ» ¹Þ´Â´Ù.
In this paper, the effects of crude oil contamination on the geotechnical properties of sand such as compaction characteristics, shear strength, permeability, and bearing capacity are presented. The test results indicate that the compaction characteristics are somewhat influenced by oil contamination. The angle of internal friction of sand based on total stress analysis decreases due to the presence of oil within the pore spaces in Band. The bearing capacity of sand is significantly influenced by oil contamination.
 
Ű¿öµå
Compaction;Crude oil;Contamination;Sand;Shear strength;
 
Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.13, no.6, 1997³â, pp.37-44
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199711920447753)
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¿