½ÃÇèÇ׸ñ ½ÃÇè±Ô°Ý ½ÃÇè³»¿ë KOLAS
ºñÁß, Èí¼öÀ², °ø±Ø·ü ASTM C97/C97M ´ÜÀ§Áß·®, ºñÁß, Èí¼öÀ², °ø±Ø·ü
ÃÊÀ½ÆÄ(ź¼ºÆÄ)¼Óµµ ASTM D2845 P-ÆÄ ¹× S-ÆÄ ¼Óµµ
ÀÏÃà¾ÐÃà½ÃÇè ASTM D7012 ÀÏÃà¾ÐÃà°­µµ, ÆÄ±«ÇüÅ ¸ð»ç
ź¼º»ó¼öÃøÁ¤ ASTM D7012 ¿µÀ², Æ÷¾Æ¼Ûºñ, ÀÀ·Â-º¯Çü·ü °î¼±
»ïÃà¾ÐÃà½ÃÇè ASTM D7012 Á¡Âø·Â, ³»ºÎ¸¶Âû°¢, MCÆ÷¶ô¼±
°£Á¢ÀÎÀå½ÃÇè ASTM D3967 °£Á¢ÀÎÀå°­µµ
Á¡ÇÏÁß½ÃÇè ASTM D5731 Á¡ÇÏÁß°­µµ, ÀÏÃà¾ÐÃà°­µµ ÃßÁ¤
Àý¸®¸é Àü´Ü½ÃÇè ASTM D5607 Á¡Âø·Â, Ãִ븶Âû°¢, ÀÜ·ù¸¶Âû°¢ JRC, JCS
Àý¸®¸é °­¼º½ÃÇè Bandis et al.(1983)1) Àü´Ü°­¼º, ¼öÁ÷°­¼º, ÀÀ·Â-º¯À§ °î¼±  
Tilt ½ÃÇè ISRM Suggested Methods ±âº»¸¶Âû°¢ ÃßÁ¤  
Àý¸®¸é 3D-profile - Àý¸®¸é 3Â÷¿ø ¸ðµ¨ ±¸¼º, Æò±Õ JRC  
Á÷Á¢Àü´Ü½ÃÇè ISRM Suggested Methods Á¡Âø·Â, ³»ºÎ¸¶Âû°¢  
AE/DRA½ÃÇè Seto et al.(1999)2)
Villaescusa et al.(2002)3)
3¼ººÐ ÀÀ·ÂºÐ¼®, Ãø¾Ð°è¼ö ÃßÁ¤  
Creep½ÃÇè ASTM E 1875-00e1 Maxwell »ó¼ö, Kelvin-Voigt »ó¼ö  
¾Ï¼® °øÁøÁÖ½ÃÇè ASTM C 215 °¨¼èºñ, °øÁøÁ֯ļö, G/Gmax  
½½·¡ÀÌÅ© ³»±¸¼º½ÃÇè ISRM Suggested Methods ½½·¡ÀÌÅ© ³»±¸¼º Áö¼ö  
ÆØÃ¢¼º½ÃÇè ISRM Suggested Methods ¹°¿¡ ÀÇÇÑ ¾Ï¼®ÀÇ ÆØÃ¢·ü ÃøÁ¤  
À̹漺 ź¼º°è¼ö ½ÃÇè À庸¾È µî(2001)4) 2¹æÇâ ź¼º°è¼ö ¹× À̹漺 °è¼ö  
¼Õ»óÁ¦¾î½ÃÇè Eberhardt et al.(1998)5)
Martin & Chandler(1994)6)
°í½ÉµµÅͳΠ¾Ï¹ÝÃ뼺ÆÄ±« ºÐ¼®  
¼î¾î°æµµ ISRM Suggested Methods ¼î¾î°æµµ ÃøÁ¤  
¼¼¸£»þ ¸¶¸ð½ÃÇè ASTM D7625 ¾Ï¼®ÀÇ ¸¶¸ðµµ ÃøÁ¤, ¼¼¸£»þ ¸¶¸ðÁö¼ö(CAI)  
TBM ±¼Áø¼º´É ½ÃÇè NTNU¸ðµ¨ ½ÃÇè Ã뼺µµ, õ°øÀúÇ×, Ä¿Å͸¶¸ðÁö¼ö  
Åõ¼ö½ÃÇè KS F 2322, KS F 2494 º¯¼öÀ§ Åõ¼ö½ÃÇè, Á¤¼öÀ§ Åõ¼ö½ÃÇè  
dzȭ¹Î°¨µµ½ÃÇè - ±¤¹°ÇÐÀûºÐ¼®,È­ÇÐÀûºÐ¼®,µ¿°áÀ¶ÇؽÃÇè µî  
XRD - X-ray ȸÀýºÐ¼® (Á¤·®ºÐ¼®) À§Å¹½ÃÇè
XRF - X-ray Çü±¤ºÐ¼® À§Å¹½ÃÇè
¹ÚÆíÇö¹Ì°æºÐ¼® - ¹ÚÆíÇö¹Ì°æ°üÂû ¹× ¼ººÐÇÔ·®ºÐ¼® À§Å¹½ÃÇè
¾ÏÀ¯¿ë¼º½ÃÇè - °ñÀç ¾ÈÁ¤¼º, ¸¶¸ðÀ², ºñÁß, Èí¼öÀ² À§Å¹½ÃÇè
1. Bandis, S. C., Lumsden, A. C. and Barton, N. R., 1983, Fundamentals of rock joint deformation. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracs, 20, No. 6, 249-68
2. Seto, M., Nag, D. K. and Vutukuri, V. S., 1999, In situ rock stress mearsurement from rock cores using the acoustic emission method and deformation rate analysis, Geothechnical and geological Engineering, pp.1-26.
3. Villaescusa, E., Seto, M., Baird, G., 2002, Stress measurements from oriented core. International Journal of Rock Mechanics, Mining Science and Geo. Abst., V39, pp.603-615.
4. À庸¾È, ³ª±¤Èñ, Àå¸íȯ, 2001, ´ÜÀÏ ½ÃÆíÀ» ÀÌ¿ëÇÑ Æò¸é À̹漺 ¾Ï¼®ÀÇ Åº¼º°è¼ö °áÁ¤, Åͳΰú ÁöÇϰø°£, Çѱ¹¾Ï¹Ý°øÇÐȸ, Vol. 11, No. 1, pp.72-78
5. Eberhardt, E., Stead, D., Stimpson, B. and Read, R.S., 1998, Identifying crack initiation and propagation thresholds in brittle rock, Can. Geotech. J., 35:222-233
6. Martin and Chandler, 1994, The progressive fracture of Lac du Bonnet granite, Int. J. Rock Mech. Min. Sci. & Geomech. 31:643-659