¶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.16, no.6, 2000³â, pp.161-172
ÇÏÁßÁ¶°Çº° ½ÃÇèÀÌ °¡´ÉÇÑ ¾Ï¼® Àý¸®Æí Àü´Ü½ÃÇèÀÇ °³¹ß ¹× Àû¿ë½ÃÇè
( Development of Direct Shear Apparatus with Different Loading Conditions for Rock Joints and Its Application Tests )
õº´½Ä;±è´ë¿µ; ÇѾç´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;Çö´ë°Ç¼³±â¼ú¿¬±¸¼Ò;
 
ÃÊ ·Ï
ÀÚ¿¬¾Ï¼®Àý¸® ¹× Àΰø Àý¸®¿¡ ´ëÇÏ¿© ÀÏÁ¤¼öÁ÷ÀÀ·ÂÁ¦¾î, ÀÏÁ¤ ¼öÁ÷ÇÏÁßÁ¦¾î ±×¸®°í ¹«ÇÑ °­¼ºÁ¦¾î°¡ °¡´ÉÇÑ ¾Ï¼® Àý¸®¸é Àü´Ü±â ½ÃÇè±â¸¦ °³¹ßÇÏ¿´´Ù. ÀÌ ½ÃÇè±â´Â Àü´Üº¯À§¿¡ ÀÇÇÑ Ã¸Ã˸éÀûÀÇ º¯È­·®À» °è»êÇÏ¿© ÇÏÁߺ¯È­·®À» Á¶ÀýÇÏ¿© ÀÏÁ¤¼öÁ÷ÀÀ·Â»óŸ¦ À¯ÁöÇÑ´Ù. ¼öÁ÷ÇÏÁß¿¡ µû¸¥ ½ÃÇè±â °­¼º¿¡ ÀÇÇÑ º¯È­ÇâÀÌ Á¦¾î ÇÁ·Î±×·¥ ³»¿¡¼­ Á¦¾îµÇ¾î ¼ø¼öÇÑ ½ÃÆíÀÇ º¯À§·®À» Ãâ·ÂÇϵµ·Ï ÇÏ¿´´Ù. Àü´ÜÇÏÁß¿¡ µû¸¥ ½ÃÇè±â °­¼º¿¡ ÀÇÇÑ º¯À§·®Àº »ó, ÇϺΠÀü´Ü»óÀÚÀÇ »ó´ëº¯À§ ÃøÁ¤À¸·Î ÃÖ¼ÒÈ­ÇÏ¿´´Ù. Àü´Ü°Åµ¿ ÁßÀÇ ÀÚÀ¯µµ´Â Àü´ç¹æÇâ¿¡ ´ëÇÏ¿© ¼öÆòÀ̵µ, ¿¬Á÷À̵¿, ÇÇĪ, ·Ñ¸µÀÌ °¡´ÉÇϵµ·Ï ÇÏ¿´´Ù. ÀÚ¿¬Àý¸®¸éÀ» ¸ð»çÇÑ ¼®°í½ÃÆí¿¡ ´ëÇÏ¿© ÀÏÁ¤ ¼öÁ÷ÀÀ·Â Á¦¾î, ÀÏÁ¤¼öÁ÷ÇÏÁßÁ¦¾î ±×¸®°í ¹«ÇÑ °­¼ºÁ¦¾î Á¶°ÇÀ¸·Î ½ÃÇèÇÏ¿© Á¦¾î»óÅ °ËÁõ ¹× ºñ±³¸¦ ÇÏ¿´´Ù. ¶ÇÇÑ °æ»ç°¢ÀÌ 16.7¢ª¿Í 22.6¢ªÀÎ Åé´ÏÇü ½ÃÆí¿¡ ´ëÇÏ¿© ½ÃÇèÇÑ °á°ú °æ»ç°¢ 16.7¢ª¿Í 22.6¢ª´Â JRC·Î 10°ú 15¸¦ ³ªÅ¸³»¾úÀ¸¸ç, ÷µÎÆØÃ¢°¢ÀÌ Ã·µÎÀü´Ü°­µµ¿¡¼­ ¹ß»ýµÇ¸ç, BartonÀÇ ¸ðµ¨°ú Àß ÀÏÄ¡ÇÔÀ» º¸¿´´Ù.
 
Ű¿öµå
Direct shear apparatus: Joint;Constant normal stress condition;Stiffness;Asperity;
 
Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.16, no.6, 2000³â, pp.161-172
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920783577)
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¿