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03 Àú¼­¹×³í¹® Publications
 
±¹¿ÜÇмúÁö (SCI)
     
 

1. Sung-Ryul Kim, Oh-Soon Kwon and Myoung-Mo Kim(2004), "Evaluation of Force Components Acting on Gravity Type Quay Walls during Earthquakes", Soil Dynamics and Earthquake Engineering, 24(11), pp. 853-866

2. Sung-Ryul Kim, In-Sung Jang, Choong-Ki Jung and Myoung-Mo Kim(2005), "Evaluation of Seismic Displacements of Quay Walls", Soil Dynamics and Earthquake Engineering, 25(6), pp. 451-459

3. Sung-Ryul Kim, Jae-Ik Hwang, Hon-Yim Ko, Myoung-Mo Kim(2009), "Development of Dissipation Model of Excess Pore Pressure in Liquefied Sandy Ground", Journal of Geotechnical and Geoenviromental Engineering, 135(4), pp.544-554.

4. S. G. Chung; N. K Lee; S. R Kim(2009), ¡°Hyperbolic Method for Prediction of Prefabricated Vertical Drains Performance¡±, Journal of Geotechnical and Geoenviromental Engineering, 135(10) , ASCE, USA, pp. 1519-1528.

5. B.H.Fellenius, S.R. Kim, S.G.Chung (2009), "Long-term monitoring of strain in instrumented piles", Journal of Geotechnical and Geoenviromental Engineering, 135(11), ASCE, USA, pp.1583-1595.

6. N.T. Dung, S.G.Chung, S.R.Kim(2010), ¡°Settlement of Piled Foundations using Equivalent Raft Approach¡±, Geotechnical Engineering, 163(2), England, pp.65-81.

7. S.R.Kim, S.G.Chung, B.H.Fellenius (2011), "Distribution of Residual Load and True Shaft Resistance for a Driven Instrumented Test Pile", Canadian Geotechnical Journal, Vol.48(4), pp.583-598. April, 2011

8. N.T.Dung, S.G.Chung, S.R.Kim, and S.H.Beak (2011), "Applicability of the SPT-based methods for estimating toe bearing capacity of driven PHC piles in the thick deltaic deposits", KSCE Journal of Civil Engineering, 15(6), pp.1023-1031., Jul, 2011

9. S.R.Kim and S.G.Chung (2012), "Equivalent Head-down Load vs. Movement Relationships Evaluated from Bi-directional Load Tests in Piles", KSCE Journal of Civil Engineering, 16(7), pp 1170-1177. November, 2012

10. Lee, C.H. and S.R.Kim (2012), "Evaluation of vertical and horizontal bearing capacities of bucket foundations in clay", Ocean-Engineering, Volume 52, pp. 75–82. October 2012

11. E.Odgerel, N.T. Dung, J.M.Kim and S.R.Kim (2013), "Evaluation of the settlement influence factors of a shallow foundation by numerical analyses", KSCE Journal of Civil Engineering, 17(1), pp 85-95., Jan, 2013.

12. L.C.Hung and S.R.Kim(2014), ¡°Evaluation of undrained bearing capacities of bucket foundations under combined loads¡±, Marine Georesources & Geotechnology, 32(1), pp. 76-92. Jan, 2014.

13. S.R.Kim, Lee, C.H. and M.H. Oh(2014), "Group effect on bearing capacities of tripod bucket foundations in undrained clay¡°, Ocean-Engineering, 79. p.1-9, Mar, 2014.

14. Lee, C.H. and S.R.Kim(2014), "Evaluation of combined horizontal-moment bearing capacities of tripod bucket foundations in undrained clay", Ocean-Engineering, 85. p.100-109, July, 2014.

 

 
 
±¹³»ÇмúÁö
     
 

1. ¹Ú¿µÈ£, ±è¼º·Ä, ±è¼ºÈ¯, ±è¸í¸ð(2000), Liquefaction of Embankments on Sandy Soils and the Optimum Countermeasure against the Liquefaction, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 16(3), pp.15-21

2. ±è¼º·Ä, ¹Ú¿µÈ£, ±Ç¿À¼ø, ±è¸í¸ð(2000), ¡°¾Èº® ±¸Á¶¹°ÀÇ ³»Áø¼º Æò°¡¸¦ À§ÇÑ Áøµ¿´ë ½ÃÇ衱, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 16(5), pp.75-81

3. ±è¼º·Ä, ±è¼ºÈ¯, Á¤Ãæ±â, ±è¸í¸ð(2002), ¡°½ÇÇè p-y °î¼±À» ÀÌ¿ëÇÑ µ¿Àû ±º¸»¶Ò È¿°ú ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 18(1), pp.127-132

4. ±è³ª¿±, ±è¼º·Ä, Àü´öÂù, ±è¸í¸ð(2002), ¡°±³°¢ÀÇ ³»Áø¼³°è¸¦ À§ÇÑ ¸»¶Ò±âÃÊÀÇ ¸ðµ¨¸µ ±â¹ý ºñ±³¡±, Çѱ¹ ÁöÁø°øÇÐȸ ³í¹®Áý, 6(6), pp.25-32

5. ±è¼º·Ä, ±Ç¿À¼ø, ±è¸í¸ð(2003), ¡°ÁöÁø½Ã Áß·Â½Ä ¾Èº®¿¡ ÀÛ¿ëÇÏ´Â ÇÏÁß¼ººÐÀÇ ¸ðµ¨¸µ¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 19(2), pp.107-121

6. ȲÀçÀÍ, ±è¼º·Ä, ±è¸í¸ð(2004), ¡°1-g Áøµ¿´ë ¸ðÇü½ÃÇèÀ» À§ÇÑ »ó»ç¹ýÄ¢ÀÇ Àû¿ë¼º Æò°¡¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 20(3), pp.141-150

7. ±è¼º·Ä, ÀåÀμº, Á¤Ãæ±â, ±è¸í¸ð(2004), ¡°Newmark º¯À§¹ýÀ» ÀÌ¿ëÇÑ Áß·Â½Ä ¾Èº®ÀÇ ÁöÁøº¯À§ »êÁ¤¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 20(8), pp.123-134

8. ȲÀçÀÍ, ±è¼º·Ä, ÀåÀμº, ±è¸í¸ð(2004), ¡°¸ðÇüÀÇ ¸ðÇüÈ­ ±â¹ýÀ» ÀÌ¿ëÇÑ 1g Áøµ¿´ë ½ÇÇèÀ» À§ÇÑ »ó»ç¹ýÄ¢ÀÇ À¯È¿¼º °ËÁõ¡±, 20(9), pp.91-103

9. ±è¼º·Ä, ȲÀçÀÍ, ±è¸í¸ð(2005), ¡°1g Áøµ¿´ë ½ÇÇèÀ» À§ÇÑ »ó»ç¹ýÄ¢ÀÇ Àû¿ë¼º °ËÁõ¡±, ¿¬±¸ ¹× º¸°í, µ¿¾Æ´ëÇб³ °Ç¼³±â¼ú¿¬±¸¼Ò, 29(1), pp.3-16

10. Á¤¼º±³, ±è¼º·Ä, N.T.Dung, ±è¹Î¼®(2005), ¡°ÄÉÀ̽¼ Æ©ºê °¡¹°¸·ÀÌÀÇ ½Ã°ø¾ÈÁ¤¼º °ËÅ䡱, ¿¬±¸ ¹× º¸°í(±â¼ú³ëÆ®), µ¿¾Æ´ëÇб³ °Ç¼³±â¼ú¿¬±¸¼Ò, 29(1), pp.185-191

11. À±¼®Àç, ±è¼º·Ä, ȲÀçÀÍ, ±è¸í¸ð(2005), ¡°¿Ëº®ÀÇ È°µ¿¿¡ µû¸¥ ¹è¸é µ¿ÀûÅä¾ÐÀÇ º¯È­¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 21(8), pp. 55-61

12. ±è¼º·Ä, ȲÀçÀÍ, ±è¸í¸ð(2006), ¡°ÁöÁø½Ã ¹è¸éÁö¹Ý Á¶°ÇÀÌ Áß·Â½Ä ¾Èº®ÀÇ ÇÏÁß¼ººÐ¿¡ ¹ÌÄ¡´Â ¿µÇ⡱, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 22(1), pp. 15-23

13. ±è¼º·Ä, Ko, Hon-Yim, ±è¸í¸ð(2006), ¡°¿ø½É¸ðÇü½ÇÇèÀ» ÀÌ¿ëÇÑ ¾×»óÈ­ ¸ð·¡Áö¹ÝÀÇ °úÀ×°£±Ø¼ö¾Ð ¼Ò»ê°Åµ¿ ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 22(1), pp. 53-61

14. ±è¼º·Ä, ȲÀçÀÍ, ±è¸í¸ð, Ko, Hon-Yim(2006), "»ó»ç¹ýÄ¢ °ËÁõÀ»À§ÇÑ 1-g ¸ðÇü½ÇÇè°ú ¿ø½É¸ðÇü½ÇÇèÀÇ ºñ±³ ¿¬±¸¡°, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 22(5), pp.59-67

15. ±è¼º·Ä, Á¤¼º±³, N.T.Dzung (2006), "PHC ¸»¶ÒÀÇ ÇÏÁßÀüÀ̽ÇÇèÀ» ÅëÇÑ Âü ÁöÁö·ÂÀÇ »êÁ¤¡°, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 22(11), pp.113-122

16. Á¤¼º±³, Àå¿ì¿µ, E.Ninjgarav, ±è¼º·Ä (2006), "½Ç³»½ÇÇè¿¡ ÀÇÇÑ ºÎ»êÁ¡ÅäÀÇ Åõ¼öƯ¼º¡°, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 22(11), pp.133-142

17. Á¤¼ºÁØ, ±è¼º·Ä, ¼ÒÁø¸¸, ±è¸í¸ð (2007), ¡°Ç³È­¾Ï¿¡ ±ÙÀÔµÈ ÇöÀ埼³¸»¶Ò ÁöÁö·Â °ø½ÄÀÇ ½Å·Ú¼º ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 23(2), pp.85-92

18. Dung, N.T., Chung, S.G., Kim, S.R., and Chung, J.G.(2007), "Comparative study between design methods and pile load tests for bearing capacity of driven PHC piles in the Nakdong River Delta", Journal of Korean Geotechnical Society, 23(3), pp.61-75.

19. Han, J.T., Kim, S.R., and Kim, M.M..(2007), "Evaluation of the dynamic p-y curves of soil-pile system in liquefiable ground", Journal of Korean Geotechnical Society, 23(3), pp.141-147.

20. ±è¼º·Ä, Á¤¼º±³, N.T.Dung(2007), "´ë½Éµµ ¿¬¾àÁö¹Ý¿¡¼­ Àå´ë PHC¸»¶ÒÀÇ Çן¿¡ µû¸¥ Áö¹Ý°ú ¸»¶Ò°Åµ¿", Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 23(5), pp.131-141

21. ±è¼º·Ä, ȲÀçÀÍ, H.Y.Ko, ±è¸í¸ð(2007), "¾×»óÈ­µÈ ¸ð·¡Áö¹ÝÀÇ °úÀ×°£±Ø¼ö¾Ð ¼Ò»ê¸ðµ¨ °³¹ß", Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 23(10), pp. 13-22

22. ±è¼º·Ä, ÀåÇмº(2008), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ¿ì¹°Åë ±âÃÊÀÇ °ü¼º·Â°ú µ¿ÀûÅä¾ÐÀÇ À§»ó°ü°è ºÐ¼®¡°, Çѱ¹ ÁöÁø°øÇÐȸ ³í¹®Áý, 12(2), pp. 23-31, 2008. 4.

23. ±è¼º·Ä, Á¤¼º±³, À̺À¿­(2008), "ÀÜ·ùÇÏÁßÀ» °í·ÁÇÑ Àå´ë PHC ¸»¶ÒÀÇ ¾ç¹æÇâ ÀçÇϽÃÇè °á°úºÐ¼®", Çѱ¹ Áö¹Ý°øÇÐȸ ³í¹®Áý, 24(6), pp.85-93, 2008. 6.

24. ±è¼º·Ä, ÀÌÁÖÇü, ¹ÚÀçÇö, Á¤¹®°æ(2009), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ °­°üÇÕ¼º¸»¶ÒÀÇ º¸°­È¿°ú ºÐ¼®(1)- Àç·á°­µµ¡±, ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 29(6C), pp.259-266, 2009. 11.

25. ±è¼º·Ä, À̽ÃÈÆ, Á¤¹®°æ, ÀÌÁÖÇü(2009), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ °­°üÇÕ¼º¸»¶ÒÀÇ º¸°­È¿°ú ºÐ¼®(2)- Áö¹ÝÁöÁö·Â¡±, ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 29(6C), pp.267-275, 2009. 11.

26. Le, Chi Hung, Á¤¼º±³, ±è¼º·Ä(2009), ¡°PHC Çן¸»¶Ò¿¡ ´ëÇÑ CPT ¼±´Ü ÁöÁö·Â »êÁ¤½ÄÀÇ Àû¿ë¼º¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 25(12), pp. 107-118, 2009.12.

27. À¯¹«¼º, ȲÀçÀÍ, ±è¼º·Ä(2010), ¡°°úÀ×°£±Ø¼ö¾Ð ¹ß»ýÀ» °í·ÁÇÑ Áß·Â½Ä ¾Èº®±¸Á¶¹°ÀÇ µ¿ÀûÇØ¼®¡±, Çѱ¹ÇØ¾ç°øÇÐȸÁö, 24(5), PP.39-47. 2010³â 10¿ù

28. Á¤¹®°æ, À̽ÃÈÆ, ÀÌÁÖÇü, °û±â¼®, ±è¼º·Ä(2010), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ °­°üÇÕ¼º ¹«¸®¸»¶ÒÀÇ º¸°­È¿°ú ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 26(11), pp.29-38. 2010³â 11¿ù

29. ÀÌÁÖÇü, Á¤¹®°æ, °û±â¼®, ±è¼º·Ä(2010), ¡°¸»¶Ò ÀçÇϽÃÇèÀ» ÀÌ¿ëÇÑ °­°üÇÕ¼º ÇöÀ埼³¸»¶ÒÀÇ Àû¿ë¼º ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 26(11), pp.111-123. 2010³â 11¿ù

30. ±è¼ºÈ¯, ³ª¼±È«, ÇÑÁøÅÂ, ±è¼º·Ä, ¼±Ã¢±¹, ±è¸í¸ð(2011), ¡°Áö¹Ý-¸»¶Ò ½Ã½ºÅÛ¿¡ ´ëÇÑ 3Â÷¿ø µ¿Àû ¼öÄ¡ ¸ðµ¨¸µ ±â¹ý °³¹ß¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 27(5), pp.85-92. 2011³â 5¿ù

31. À̽ÃÈÆ, ±è¼º·Ä, ÀÌÁÖÇü, Á¤¹®°æ(2011), ¡°3Â÷¿ø ¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ Á¡¼ºÅä Áö¹ÝÀÇ p-y °î¼± »êÁ¤¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 27(7), pp.47-57. 2011³â 7¿ù

32. ÀÌÄ¡Èï, Á¤Àç¿í, ±è¼º·Ä(2011), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ Á¡¼ºÅä Áö¹Ý¿¡ ¼³Ä¡µÈ ¹öÄϱâÃÊÀÇ ÁöÁö·Â ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 27(10), pp.25-33. 2011³â 10¿ù

33. ¹ÚÀçÇö, ±èµ¿¿í, Á¤Ãæ±â, ±è¼º·Ä(2011), ¡°°ËÁõ¿ë Á¤ÀçÇϽÃÇèÀ» ÀÌ¿ëÇÑ Å¸ÀÔ°­°ü¸»¶ÒÀÇ ÀúÇ×°è¼ö º¸Á¤¡±, 31(6C), pp.259-266. 2011³â 11¿ù

34. ¹ÚÀçÇö, ±è¼º·Ä, Le,Chi-Hung, Á¤¹®°æ(2011), ¡°3Â÷¿ø ¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ´ë±¸°æ ¹«¿ëÁ¢ º¹ÇÕ¸»¶ÒÀÇ ÁöÁö°Åµ¿ ºÐ¼®¡±, Çѱ¹ÇØ¾ç°øÇÐȸÁö, 25(6), pp.35-41, 2011³â 12¿ù

35. ±è¼º·Ä, Á¤Àç¿í, ¿À¸íÇÐ, ±Ç¿À¼ø(2012), ¡°Á¡¼ºÅä Áö¹Ý¿¡ ¼³Ä¡µÈ Tripod ¹öÄϱâÃÊÀÇ ÁöÁö°Åµ¿ ºÐ¼®¡±, ´ëÇÑÅä¸ñÇÐȸ ³í¹®Áý, 32(3C), pp.105-111, 2012³â 5¿ù.

36. ±èÅÂÇü, ¹ÚÅ¿µ, ±è¼º·Ä, À¯»óÈ£, ±è±¹ÇÑ, ±èÀ±ÅÂ(2012), ¡°´ë½Éµµ ¿¬¾àÁö¹Ý µµ·ÎÈ®Àå °ø»ç¿¡¼­ÀÇ ¼³°è °³¼±¡±, Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý, 28(8), pp.89-99, 2012³â 8¿ù

37. ÇÑÁøÅÂ, ±è¼º·Ä, À念Àº, À̽ÂÇö (2013), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ÆÄÇü ¸¶ÀÌÅ©·ÎÆÄÀÏÀÇ ÁöÁö°Åµ¿ ºÐ¼®¡±, Çѱ¹»êÇбâ¼úÇÐȸ³í¹®Áö, 14(11), pp.5906-5914. 2013³â 11¿ù

38. ÀÌÁÖÇü, À̽ÃÈÆ, ±è¼º·Ä (2013), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ±×·ìÇü ¼®¼ÇÆÄÀÏÀÇ ¼öÆò¹æÇâ ÁöÁö°Åµ¿ ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ ³í¹®Áý, 29(11), pp.119-127, 2013³â 11¿ù

39. ÀÌ»çÀÍ, ÃÖ¿µÃ¶, À¯»óÈ£, ±èÅÂÇü, ±è¼º·Ä(2014), ¡°´ë½Éµµ ¿¬¾àÁö¹Ý¿¡ ¼³Ä¡µÈ ¶ó¸à ±¸Á¶¹°ÀÇ ½Ã°ø ¹× º¸°­»ç·Ê¡±, Çѱ¹Åä¸ñ¼¶À¯ÇÐȸ ³í¹®Áý, 13(1), pp.85-92, 2014³â 3¿ù

40. ¼­¹Îâ, À̽ÃÈÆ, ±è¼º·Ä (2014), ¡°Àå±â ¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ÁÖ¹®ÁøÇ¥ÁØ»çÀÇ º¯Çü·ü »êÁ¤¡±, Çѱ¹ÇØ¾ç°øÇÐȸÁö, 28(2), pp.133-139. 2014.3.

41. Á¤¼º¹®, ÀÌġȫ, ÀÌÁÖÇü, ±è¼º·Ä (2014), ¡°ÇØ»ódz·Â¹ßÀü±â ±âÃʱ¸Á¶¹°ÀÇ °­¼ºÀÌ ¸ð³ëÆÄÀÏ µÎºÎÀÇ ºÎÀç·Â ¹× º¯À§¿¡ ¹ÌÄ¡´Â ¿µÇ⡱, Çѱ¹Åä¸ñ¼¶À¯ÇÐȸ ³í¹®Áý, 13(4), pp.21-31. 2014.12.

42. À̽ÃÈÆ, ÀÌÁÖÇü, T.X. Nghiem, ±è¼º·Ä(2015), ¡°Á¡¼ºÅä Áö¹Ý¿¡ ±ÙÀÔµÈ ±×·ì ¼®¼ÇÆÄÀÏÀÇ ¼öÄ¡ ¸ðµ¨¸µ ±â¹ý °³¹ß¡±, Çѱ¹Åä¸ñ¼¶À¯ÇÐȸ ³í¹®Áý, 14(1), 2015.3

 

 
 
±¹¿Ü Çмú¹ßǥȸ
     
 

1. Kim Sung Ryul, Park Young Ho, Kim Sung Hwan, Kim Myoung Mo(1999), ¡°Optimum Countermeasure against Liquefaction of Sand Ground under Embankments¡±, 1st International Summer Symposium, Tokyo, Japan, 1999. 8, pp.201-204, Japan Society of Civil Engineers

2. Sung-Ryul Kim, Oh-Soon Kwon and Myoung-Mo Kim(2000), "Seismic Performance Evaluation of Quay Walls by Shaking Table Tests", 2nd International Summer Symposium, Tokyo, Japan, 2000. 7, pp.273-276, Japan Society of Civil Engieers

3. Y. H. Park, S. R. Kim, S. H. Kim and M. M. Kim(2000), " Liquefaction of Embankments on Sandy Soils and the Optimum Countermeasure against the Liquefaction", 12th World Confrerence on Earthquake Engineering, Auckland, New Zealand, 2000. 1., CD Form.

4. Sung-Ryul Kim, Myoung-Mo Kim, Choong-Ki Chung, Sung-Hwan Kim(2001), "Evaluation of Dynamic Pile Group Effect by Shaking Table Tests", August 2001, 15th ICSMGE, Istanbul, Turkey, pp.935-938

5. S.R.KIM, I.S.HA, AND M.M.KIM(2001), KEERC-MAE Joint Seminar on Risk Mitigation for Regions of Moderate Seismicity, University of Illinois at Urbana-Champaign, August 5-8, 2001,Evaluation of Dynamic Pile Group Effect by Shaking Table Tests PP. 253-262

6. Sung-Ryul Kim, Kim Myoung-Mo(2002), "Analysis of Force Components Acting on Gravity Type Walls During Earthquakes", KEERC-MCEER Joint Seminar on Retrofit Strategies for Critical Facilities, Buffalo Marriott Hotel, July 30~August 1, 2002

7 Sung-Ryul Kim, Jin-Tae Han, and Kim Myoung-Mo(2002), "Applicability of Similitude Laws for 1-g Shaking Table Tests¡°, KEERC-MCEER Joint Seminar on Retrofit Strategies for Critical Facilities, Buffalo Marriott Hotel, July 30~August 1, 2002

8 Jae Ik Hwang, Sung Ryul Kim, Yong Jae Lee, and Myoung Mo Kim(2002), ¡°DYNAMIC BEHAVIORS OF BATTER PILES AND COUNTERMEASURES AGAINST THEIR VULNERABILITY¡±, Asian-Pacific Newwork of Centers for Earthquake Engineering Research(ANCER), 2002, March 15-16, Beijing

9. S. R. Kim, J. I. Hwang, C. K. Chung & M. M. Kim(2003), ¡°Applicability of Similitude Laws for 1-g Shaking Table Tests¡±, Proceedings of the 12th Asian Regisional Conference on Soil Mechanics and Geotechnical Engineering,, Singapore, August 4-8, 2003, pp. 295-298

10. S.J. Yune, S.R. Kim, J.I. Hwang and M.M. Kim(2004), ¡°Analysis of Influence Factors on Seismic Earth Pressures Acting on Retaining Walls", Proceedings of 3rd International Conference on Continental Earthquakes(III ICCE), Beijing, China, 12-14 July

11. S. R. Kim, I.S. Jang, C.K. Chung, and M.M. Kim(2005), "Evaluation of Seismic Displacements of Quay Walls", International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation, Chu, Phoon & Yong (eds) ¨Ï2005 World Scientific Publishing Company ISBN 981-256-469-1, 2005, 12. pp.84-93

12. S. R. Kim, Y.K. Kim and M.M. Kim(2005), "Natural Disaster Management in the Republic of Korea", International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation, Chu, Phoon & Yong (eds) ¨Ï2005 World Scientific Publishing Company ISBN 981-256-469-1, 2005, 12. pp.78-83

13. Moo-Sung Ryu, Jae-Ik Hwang, Sung-Ryul Kim, Myoung-Mo Kim(2006), ¡°DYNAMIC ANALYSIS OF GRAVITY QUAY WALL CONSIDERING EXCESS PORE PRESSURE DEVELOPED IN BACKFILL SOILS¡±, 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, April 18-22, 2006

14. S.R. Kim, J.I. Hwang, Y. Bao, H.Y. Ko M.M. Kim(2006), ¡°Comparison of 1-g and centrifuge model tests for liquefied sands", 2006., 6th International Conference on Physical Modelling in Geotechnics, Aug.4-6 18-22, 2006

15. S.R. Kim, J.I.Hwang, M.M. Kim(2006), "Verification of Similitude Law in 1-g Shaking Table Tests of Geotechnical Structures", International Symposium Commemorating the 10th Anniversary of Earthquake Engineering Society of Korea, Sung-Gul Hong and Soobong Shin (eds), Sep. 21-22, 2006, KEERC, Seoul Korea, pp. 159-169

16. J.I. Hwang, S.R.Kim, J.T.Han, and M.M.Kim(2007), "Prediction of Resonance in Gravity Quay Wall during Earthquakes", 17th International Offshore and Polar Engineering Conference, Lisbon, Portugal, July 1-6

17. S.R. Kim, S.G. Chung, and N.T. Dung(2007), ¡°Determination of true resistance for a driven PHC pile in deep clay deposit¡±, International Geotechnical Symposium, GEOTECHNICAL ENGINEERING FOR DISASTER PREVENTION & REDUCTION, 25-27 July 2007, Yuzhno-Sakhalinsk, Russia, ISSMGE TC4

18. Dung, N. T., Chung, S. G. and Kim, S. R. (2007). ¡°Bearing capacity of friction piles in thick delta deposits with consideration of residual load¡±, Hanoi Geo-engineering2007-New Challenges in Geosystem Engineering and Exploration, November 22nd – 23rd, Hanoi, Vietnam, pp. 62-69.

19. S.G. Chung, S.R. Kim, N.T. Dung, and E. Ninjgarav(2007), ¡°Appraisal of true resistance of PHC piles driven in thick soft deposit¡±, 2nd International Forum on Strategic Technology(¸ù°ñ), 2007.10.3-5, Mongolian University of Science and Technology .

20. S.J. Jung, J.M.So, S.R.Kim, and M.M.Kim(2008), "Reliability Analysis of Bearing Capacity Equations for Drilled Shafts Socketed in Weathered Rock", GeoCongress08, March 9-12, New Orleans, Louisiana, USA

21. J.I. Hwang, S.R.Kim, J.T.Han and M.M.Kim(2009), "Prediction of the Natural Frequency in a Gravity Quay Wall with Saturated Backfill during an Earthquake", International Conference on Performance-Based Design in Earthquake Geotechnical Engineering, 2009. 6. 15. – 2009. 6. 18. CD-Rom, Tsukuba, Japan

22. D. Park, J.M.Kim, D.S.Kim, C.G.Sun, S.R.Kim(2009), "Evaluation of dispersion of calculated seismic site responses through Round Robin Test in Korea", ICSMGE, 2009.Oct.5-9.pp.2699-2702, Egypt, Alexandria.

23. L.C.Hung and S.R.Kim(2010), "Numerical analysis of pile loading test : a case study in dunkirk, france", International Symposium - HANOI GEOENGINEERING2010, Hanoi, Vietnam, pp.105-108. 22 November 2010.

24. V.K. Singh, S.G. Chung, and S.R.Kim(2011), "Shear strength of deep sand evaluated by laboratory and in situ tests in the Nakdong River deltaic area, Korea", Proceedings of 5th International Symposium on Deformation Characteristics of Geomaterials, IS Seoul, 2011.9.1-9.3, Seoul, Korea

25. N.T.Dung, S.R. Kim, and C.H. Le(2011), "Behavior and bearing capacity of long instrumented PHC piles driven in thick detail deposits: A case study", International Symposium - HANOI GEOENGINEERING2011, 2011.10.6.-2011.10.7., Hanoi, Vietnam.

26. C.H.Le and S.R.Kim (2011), ¡°Numerical studies of horizontal and vertical undrained bearing capacities of skirted foundation in clay¡±, International Symposium - HANOI GEOENGINEERING2011, 2011.10.6.-2011.10.7., Hanoi, Vietnam.

27. C.H.Le, S.R.KIM and M.H.Oh(2011), ¡°Evaluation of the vertical and horizontal undrained bearing capacities of suction buckets for wind turbines in clay¡±, Proceedings of the Sixth International Conference on Asian and Pacific Coasts (APAC 2011) December 14-16, 2011, Hong Kong, China.

28. S.R.Kim, S.G.Chung, N.T.Dung, and B.H.Fellenius(2012), ¡°Design of settlement of pile groups by the unified design method. A case history¡±, Edited by Mohamad H. Hussein; K. Rainer Massarsch; Garland E. Likins; Robert D. Holtz, ASCE Geotechnical Special Publications (GSP) GSP 227, pp. 545-567.

29. S.Jung, S.R.Kim,A.Patial, L.C.Hung(2013), "Effect of foundation modeling on the structural response of offshore wind turbines", The 12th Americas Conference on Wind Engineering(12ACWE), Seattle, Washington, USA, June 16-20, 2013

30. K.H.Kim, T.M.Jung, J.H.Jung, T.H.Kim, S.R.Kim, S.H.You(2013), "Design improvements for expansion of a roadway on a thick layer of soft soil", Proc. of 18th ICSMGE, paris, France, 2013.09.02-2013.09.06.

31. L.C.Hung, S.R.Kim, J.H.Lee(2013), "Numerical analysis of Bucket Foundations under Long-term Cyclic Lateral Loading in Sand", International Symposium - HANOI GEOENGINEERING2013, 2013.11.28.-2013.11.29., Hanoi, Vietnam.

32. J.H.Lee, M.Chung, S.R.Kim (2013), ¡°Comparison of Ultimate Resistances of Steel-concrete Composite Drilled Shafts and Reinforced Concrete Drilled Shafts through Static Loading Tests¡±, International Symposium - HANOI GEOENGINEERING2013, 2013.11.28.-2013.11.29., Hanoi, Vietnam.

33. J.H.Lee, J.U.Do, and S.R.Kim(2014), ¡°A Comparative Study on the Resistances of Bucket Foundation in Sand with Different Installation Methods¡±, 4th International Conference on Geotechnique, Construction, Materials and Enviroment, Brisbane, Australia, Nov. 19-21, 2014, pp. 213-216

 

 
 
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2. À¯ÀçÁø, ±è¼º·Ä, ±è¸í¸ð(1999), "µ¿Àû Winkler ½ºÇÁ¸µ ¸ðµ¨À» ÀÌ¿ëÇÑ ¸»¶Ò-Áö¹Ý µ¿Àû »óÈ£ÀÛ¿ë ¿¬±¸", ´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ ³í¹®Áý(II), pp.499-502

3. ¹Ú¿µÈ£, ±è¼º·Ä, ±è¼ºÈ¯, ±è¸í¸ð(1999), ¡°¼ºÅäü°¡ ³õÀÎ ´À½¼ÇÑ ¸ð·¡Áö¹Ý¿¡ ´ëÇÑ ÃÖÀûÀÇ ¾×»óÈ­ ´ëÃ¥°ø¹ý¡±, ´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ ³í¹®Áý(II), pp.507-510

4. ±è¼º·Ä, ±Ç¿À¼º, ±Ç¿À¼ø, ±è¸í¸ð(2000), ¡°ÁöÁøµ¿À» ¹Þ´Â ¾Èº® ±¸Á¶¹°ÀÇ ³»Áø ¼º´É Æò°¡¡±, 2000³â ÁöÁø°øÇÐȸ Ãá°è ¹ßǥȸ, 4(1), pp.112-119

5. ÀÌ¿ëÀç, ±è¼º·Ä, ±è¸í¸ð (2001) ¡°³»Áø¿¬±¸¸¦ À§ÇÑ Àü´Ü»óÀÚ Á¦ÀÛ±â¼ú °³¹ß¡±, Çѱ¹ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ³í¹®Áý, 5(1), pp.100-107

6. ±è³ª¿±, ±è¼º·Ä, Àå¹ü¼ö, ±è¸í¸ð(2001), ¡°±âÃÊÀÇ ¿¬¼ºÀ» °í·ÁÇÑ ±³°¢ÀÇ ÀÀ´ä½ºÆåÆ®·³ ÇØ¼®¡±, ´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, pp.1-4

7 ±èÀçÈ«, ȲÀçÀÍ, ±è¼º·Ä, ±è¸í¸ð(2001), ¡°°æ»ç¸»¶ÒÀÇ µ¿Àû°Åµ¿°ú ³»Áø¼º´É Çâ»óÀ» À§ÇÑ ½ÇÇèÀû °íÂû¡±, Çѱ¹ÁöÁø°øÇÐȸ Ãß°èÇмú¹ßǥȸ ³í¹®Áý, pp.107-114

8. ±è¼º·Ä, ÇÏÀͼö, ±Ç¿À¼ø, ±è¸í¸ð(2002), ¡°ÁöÁøµ¿À» ¹Þ´Â Áß·Â½Ä ¾Èº®¿¡ ÀÛ¿ëÇÏ´Â ÇÏÁß»êÁ¤ ¹× Newmark º¯À§Çؼ®¡±, ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ ³í¹®Áý, pp.93-100

9. À±¼®Àç, ±è¼º·Ä, ±è¸í¸ð(2002), ¡°Áß·Â½Ä ¿Ëº®¿¡ ÀÛ¿ëÇÏ´Â ¹è¸é µ¿Àû Åä·ÂÀÇ ¿µÇâ ÀÎÀÚ ºÐ¼®¡±, ÁöÁø°øÇÐȸ Ãß°è Çмú¹ßǥȸ ³í¹®Áý, pp. 75-82

10. ȲÀçÀÍ, ±è¼º·Ä, ÀÌ¿ëÀç, ±è¸í¸ð(2002), ¡°1-g Áøµ¿´ë ¸ðÇü½ÃÇè¿¡¼­ÀÇ »ó»ç¹ýÄ¢ Àû¿ë¼º Æò°¡¡°, ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ ³í¹®Áý, pp. 75-82

11. ȲÀçÀÍ, ±è¼º·Ä, À¯¹«¼º, ±è¸í¸ð(2004), "µÚä¿òÁö¹Ý¿¡¼­ÀÇ °úÀ×°£±Ø¼ö¾Ð ¹ß»ýÀÌ Áß·Â½Ä ¾Èº®±¸Á¶¹°ÀÇ µ¿ÀûƯ¼º¿¡ ¹ÌÄ¡´Â ¿µÇ⠺м®", ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ ³í¹®Áý, pp. 17-27

12. À¯¹«¼º, ȲÀçÀÍ, ±è¼º·Ä, ±è¸í¸ð(2004), "°úÀ×°£±Ø¼ö¾Ð ¹ß»ýÀ» °í·ÁÇÑ Áß·Â½Ä ¾Èº®±¸Á¶¹°ÀÇ µ¿ÀûÇØ¼®", ´ëÇÑÅä¸ñÇÐȸ 2004³âµµ Á¤±â Çмú´ëȸ ³í¹®Áý , pp. 5416-5421

13. ±è¼º·Ä, Ko, Hon-Yim, ±è¸í¸ð(2005), ¡°¿ø½É·Â ½ÃÇèÀ» ÀÌ¿ëÇÑ ¸ð·¡Áö¹ÝÀÇ °úÀ×°£±Ø¼ö¾Ð ¼Ò»ê°Åµ¿ ºÐ¼®¡±, ´ëÇÑÅä¸ñÇÐȸ Çмú¹ßǥȸ ³í¹®Áý, pp. 3507-3510

14. ±è¼º·Ä, ȲÀçÀÍ, Ko, Hon-Yim, ±è¸í¸ð(2006), ¡°¾×»óÈ­ Áö¹ÝÀÇ °úÀ×°£±Ø¼ö¾Ð ¼Ò»ê ¸ðµ¨¸µ¡±, Çѱ¹ ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ ³í¹®Áý, pp. 89-96

15. ±è¼º·Ä, ȲÀçÀÍ, Ko, Hon-Yim, ±è¸í¸ð(2006), ¡°¾×»óÈ­ Áö¹Ý¿¡ ´ëÇÑ 1-g ¸ðÇü½ÇÇè°ú ¿ø½É¸ðÇü½ÇÇèÀÇ ºñ±³ ¿¬±¸¡±, Çѱ¹ ÁöÁø°øÇÐȸ Ãá°è Çмú¹ßǥȸ ³í¹®Áý, pp. 97-104

16. ±è¼º·Ä, ȲÀçÀÍ, ±è¸í¸ð, Ko, Hon-Yim(2006), "1-g ¸ðÇü½ÇÇè°ú ¿ø½É¸ðÇü½ÇÇèÀ» ÀÌ¿ëÇÑ ¾×»óÈ­ Áö¹ÝÀÇ µ¿Àû °Åµ¿ºÐ¼®¡°, Á¦ 5 ȸ ¿µ.È£³² °Ç¼³È¯°æ±â¼úºÐ¾ß »êÇÐÇùµ¿¿¬±¸ ½ÉÆ÷Áö¿ò, 2006³â 6¿ù, ¿µ³²´ëÇб³

17. ȲÀçÀÍ, ±è¼º·Ä, ±è¸í¸ð(2006), "ÁöÁøµ¿½Ã Áß·Â½Ä ¾Èº®±¸Á¶¹°¿¡¼­ÀÇ °øÁø ¹ß»ý ¿¹Ãø¡°, Çѱ¹ Áö¹Ý°øÇÐȸ Ãß°è Çмú¹ßǥȸ, pp. 1902-1911

18. Á¤¼ºÁØ, ±è¼º·Ä, ¼ÒÁø¸¸, ±è¸í¸ð(2006), "ÇöÀ埼³¸»¶Ò ÁöÁö·Â °ø½ÄÀÇ ½Å·Ú¼º ºÐ¼®¡°, Çѱ¹ Áö¹Ý°øÇÐȸ Ãß°è Çмú¹ßǥȸ, pp. 778-783

19. ±è¼ºÀÏ, À¯¿øÈñ, ±è¼º·Ä, ÃÖÁö¿ë, ±è´ë»ó(2006), ¡°ÁöÁø ½Ã °í¼Óöµµ ¿îÇà ±ÔÁ¦ ±âÁØ ¿¬±¸¡±, Çѱ¹Ã¶µµÇÐȸ 2006³âµµ Ãß°èÇмú´ëȸ ³í¹®Áý 2006 ¹ßÇàó Çѱ¹Ã¶µµÇÐȸ.

20. ±è¼º·Ä, Á¤¼º±³, N.T.Dung(2007), ¡°´ë½Éµµ ¿¬¾àÁö¹Ý¿¡¼­ ¸»¶ÒÇן¿¡ ÀÇÇÑ Áö¹Ý°ú ¸»¶Ò°Åµ¿¡±, ±âÃʱâ¼úÀ§¿øÈ¸ Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ ±âÃʱâ¼úÀ§¿øÈ¸, 2007³â 6¿ù 15ÀÏ, Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø, pp. 99-114.

21. ±èÁø¸¸, ¹Ú¿äȯ, ±è±â¼®, ¹ÚµÎÈñ, ¼±Ã¢±¹, ±è¼º·Ä(2007), ¡°Round Robin Test ±â¹ýÀ» ÅëÇÑ ´Ù¾çÇÑ Áö¹ÝÀÀ´äÇØ¼® Á¢±Ù¹ý ºñ±³ ¿¬±¸¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2007³â 9¿ù 14ÀÏ, ºÎ»ê´ëÇб³, pp. 259-265.

22. ±è¼º·Ä, ÃÖÀç¼ø, ±è¼öÀÏ, ¹Ú´ë¿µ, ¹Ú¼º¿ë, ±è±âdz(2007), ¡°Áö¹ÝÀÀ´äÇØ¼®±â¹ýÀÇ Â÷ÀÌ¿¡ ÀÇÇÑ Áö¹ÝÀÀ´ä ºÐ»êµµ Æò°¡¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2007³â 9¿ù 14ÀÏ, ºÎ»ê´ëÇб³, pp. 317-333.

23. ±è¼º·Ä, Á¤¼º±³, ¹Ú´ë¿µ(2007), ¡°¾ç¹æÇâ ÀçÇϽÃÇèÀÇ µî°¡ ÇÏÁß-ħÇÏ·® °î¼±¿¡ ´ëÇÑ Æò°¡¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2007³â 9¿ù 14ÀÏ, ºÎ»ê´ëÇб³, pp. 777-784.

24. ¼ÒÁø¸¸, Á¤¼ºÁØ, ±è¼º·Ä, ±è¸í¸ð(2007), ¡°±¹³» ¼³°è±âÁØ¿¡ Á¦½ÃµÈ ÇöÀ埼³¸»¶Ò ÁöÁö·Â°ø½ÄÀÇ ½Å·Ú¼º ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2007³â 9¿ù 14ÀÏ, ºÎ»ê´ëÇб³, pp. 707-713.

25. Á¤¼ºÁØ, ±è¼º·Ä, ÀåÇмº, Á¶¼º¿ø, ±è¸í¸ð(2008), ¡°±¹³» ¿¬±¸¼º°ú¸¦ ÀÌ¿ëÇÑ ÇöÀ埼³¸»¶ÒÀÇ LRFD ¼³°è¡±, Çѱ¹Áö¹Ý°øÇÐȸ ±âÃʱâ¼úÀ§¿øÈ¸ ¿öÅ©¼ó, Çѱ¹Áö¹Ý°øÇÐȸ, 2008³â 6¿ù 20ÀÏ, ÇѾç´ëÇб³

26. Dung N.T., Á¤¼º±³, ±è¼º·Ä(2008), "´ë½Éµµ ¿¬¾àÁö¹Ý¿¡ Çן¸ÅÀÔµÈ PHC ¸»¶ÒÀÇ ¼±´ÜÁöÁö·ÂÀ» À§ÇÑ CPT¿Í SPTÀÇ Àû¿ë¼º ºÐ¼®", Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2008³â 10¿ù 10ÀÏ-11ÀÏ, Àü³²´ëÇб³

27. Hung L.C., ±è¼º·Ä, Á¤¼º±³(2008), "PHC Çן¸»¶Ò¿¡ ´ëÇÑ CPT ¼±´ÜÁöÁö·Â °ø½ÄÀÇ Àû¿ë¼º ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2008³â 10¿ù 10ÀÏ-11ÀÏ, Àü³²´ëÇб³

28. ±è¼º·Ä, À̽ÃÈÆ, Á¤¹®°æ, ÀÌÁÖÇü(2009), ¡°3Â÷¿ø ¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ °­°üÇÕ¼º¸»¶ÒÀÇ º¸°­È¿°ú ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2009³â 9¿ù 25ÀÏ-26ÀÏ, ¼Ûµµ ÀÎõ´ëÇб³, pp. 404-411.

29. ½Åºñ³ò±¸¸», Á¤¼º±³, ±è¼º·Ä(2009), ¡°´Ù¾çÇÑ ½ÇÇè¹æ¹ýÀÇ Àû¿ë¿¡ µû¸¥ »çÁúÅäÀÇ ÃÖ´ë ¹× Ãּҹеµ¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2009³â 9¿ù 25ÀÏ-26ÀÏ, ¼Ûµµ ÀÎõ´ëÇб³, pp. 492-497.

30. ¿£ÈåÅø ¾îµå°Ô·¼, ±è¼º·Ä, Á¤¼º±³(2009), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ¾èÀº ±âÃÊÀÇ °­¼ºÈ¿°ú »êÁ¤¡±, , Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2009³â 9¿ù 25ÀÏ-26ÀÏ, ¼Ûµµ ÀÎõ´ëÇб³, pp. 498-503.

31. ÃÖÁ¤ÀÎ, À¯¹ÎÅÃ, ±è¼º·Ä, ±è¸í¸ð(2009), ¡°¸»¶Ò ±âÃÊ °íÀ¯Áøµ¿¼öÀÇ °¡¼Óµµ Å©±â ÀÇÁ¸¼ºÀ» °í·ÁÇÑ »ó»ç¹ýÄ¢ °³¹ß¡±, , Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2009³â 9¿ù 25ÀÏ-26ÀÏ, ¼Ûµµ ÀÎõ´ëÇб³, pp. 905-912.

32. ±è¼º·Ä, À̽ÃÈÆ, Á¤¹®°æ, ÀÌÁÖÇü, °û±â¼®(2010), ¡°¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ °­°üÇÕ¼º¸»¶Ò ±º¸»¶ÒÀÇ º¸°­È¿°ú ºÐ¼®¡±, Çѱ¹Áö¹Ý°øÇÐȸ º½Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2010³â 3¿ù 25ÀÏ-26ÀÏ, Çѱ¹ÅäÁöÁÖÅðø»ç ¿À¸®»ç¿Á, pp. 1132-1139.

33. Hung,L.C., Á¤Àç¿í, ±è¼º·Ä(2011), ¡°Numerical analysis on bearing capacity of a suction bucket in clay¡±, Çѱ¹Áö¹Ý°øÇÐȸ º½Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2011³â 3¿ù 24ÀÏ-25ÀÏ, ´Ü±¹´ëÇб³, pp. 1140-1146

34. À̽ÃÈÆ, ±è¼º·Ä, ÀÌÁÖÇü, Á¤¹®°æ(2011), ¡°3Â÷¿ø ¼öÄ¡ÇØ¼®À» ÀÌ¿ëÇÑ ¹«¸®¸»¶ÒÀÇ p-multiplier »êÁ¤¡±, Çѱ¹Áö¹Ý°øÇÐȸ º½Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2011³â 3¿ù 24ÀÏ-25ÀÏ, ´Ü±¹´ëÇб³, pp.1307-1316

35. Hung,L.C., Á¤Àç¿í, À̳²±â, ±è¼º·Ä(2011), ¡°Á¡¼ºÅä Áö¹Ý¿¡ ¼³Ä¡µÈ ¹öÄϱâÃÊÀÇ º¹ÇÕÇÏÁß Á¶°Ç¿¡ ´ëÇÑ ÁöÁö·Â Æò°¡¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ ³í¹®Áý, Çѱ¹Áö¹Ý°øÇÐȸ, 2011³â 9¿ù 22ÀÏ-23ÀÏ, °­¿ø´ëÇб³, pp.245-251

36. °­°ÉÈ£, ±è¼º·Ä(2011), ¡°¾×»óÈ­ Áö¹Ý¿¡ ¼³Ä¡µÈ ±âÃÊÀÇ ³»Áø¼º´É Æò°¡ÀýÂ÷ Á¦¾È¡±, 2011³â ATC 7 / Çѱ¹Áö¹Ý°øÇÐȸ(Áö¿ªÆ¯º°À§¿øÈ¸)°øµ¿ ½ÉÆ÷Áö¾ö, µ¿³²±ÇÁö¿ª Áö¹Ý°øÇÐÀû Çö¾È°ú ´ëÀÀÃ¥, 2011³â 11¿ù 25ÀÏ, ºÎ°æ´ëÇб³, pp.127-133

37. Á¤Àç¿í, Le, C.H., ±è¼º·Ä(2011), ¡°Á¡¼ºÅä Áö¹Ý¿¡ ¼³Ä¡µÈ Tripod ¹öÄϱâÃÊÀÇ ÁöÁö·Â »êÁ¤¡±, 2011³â ATC 7 / Çѱ¹Áö¹Ý°øÇÐȸ(Áö¿ªÆ¯º°À§¿øÈ¸)°øµ¿ ½ÉÆ÷Áö¾ö, µ¿³²±ÇÁö¿ª Áö¹Ý°øÇÐÀû Çö¾È°ú ´ëÀÀÃ¥, 2011³â 11¿ù 25ÀÏ, ºÎ°æ´ëÇб³, pp.229-234

38. ±è¼º·Ä(2013), ¡°ºÎ¸¶Âû·ÂÀ» ¹Þ´Â ¸»¶ÒÀÇ ¼³°è¹ý °íÂû¡±, 2013³â Çѱ¹Áö¹Ý°øÇÐȸ ±âÃʱâ¼úÀ§¿øÈ¸ ¼¼¹Ì³ª, 2013³â 6¿ù 14ÀÏ, Çѱ¹°úÇбâ¼úȸ°ü

39. ¼­¹Îâ, ±è¼º·Ä, À̽ÃÈÆ, ÀÌÄ¡Èï(2013), ¡°Àå±â ¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ¸ð·¡Áö¹ÝÀÇ °­¼ºÀúÇÏ Æò°¡¡±, Çѱ¹Áö¹Ý°øÇÐȸ °¡À»Çмú¹ßǥȸ, 2013³â 10¿ù 17ÀÏ, Çѱ¹°úÇбâ¼úȸ°ü

40. À̽ÃÈÆ, ±è¼º·Ä, ÀÌÄ¡Èï(2013), 2013³â Çѱ¹Ç³·Â¿¡³ÊÁöÇÐȸ Ãß°èÇмú´ëȸ, ºÎ»ê ÇÑÈ­¸®Á¶Æ®, 2013³â 11¿ù 25ÀÏ-11¿ù 27ÀÏ

41. ÀÌÄ¡Èï, ±è¼º·Ä, À̽ÃÈÆ, ÃÖâȣ (2014), ¡°Àå±â¹Ýº¹ÇÏÁßÀ» ¹Þ´Â ¼®¼Ç±âÃÊÀÇ ºñ¹è¼ö ´©Àû ȸÀü·®ÀÇ »êÁ¤¡±, 2014³â Çѱ¹Áö¹Ý°øÇÐȸ º½ Çмú¹ßǥȸ, 2014³â 3¿ù 20ÀÏ-3¿ù 21ÀÏ, Çѱ¹°úÇбâ¼úȸ°ü

 

 

 

 

 

 
     
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