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¼®»çÇÐÀ§ ³í¹® : Shear Strength of Underconsolidated Clay (1987), Asian Institute of Technology, GT-87-20
¹Ú»çÇÐÀ§ ³í¹® : Stress-Strain Behaviour and Strength Characteristics of Lightly Overconsolidated Clays (1991), Asian Institute of Technology
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I. Towhata and Kim S. R. (1987), Shear Strength of Underconsolidated Clay, Annual Convention of Japan Society of SMFE, pp. 421-424
Kim S. R. (1987), Permanent Strains in Relation to Static and Dynamic Stresses, Special Study Asian Institute of Technology
I. Towhata and Kim S. R. (1988), Stability Analysis of Seabed Undergoing Rapid Deposition, Proc. of the 43th Annual Conference of the JSCE, 3, pp.224-225
Kim S. R. (1988), Undrained Shear Strength of Clay and Stability of Submarine Slope Undergoing Rapid Deposition, Korean Society of Geotechnical Engineers, Vol.4, No. 4, pp. 5-18
I. Towhata and Kim S. R. (1990), Undrained Strength of Underconsolidated Clays and Its Application to Stability Analysis of Submarine Slopes under Rapid Sedimentation, Soils and Foundations, Vol.30 NO.1
±è½Â·Ä, ¹Ú±¤ÁØ, ¹ÚºÀ±â (1993), ¹è¼öÇü Åͳΰú ¹æ¼öÇü ÅͳÎÀÇ ¼³°è¿Í ½Ã°ø, Çѱ¹Áö¹Ý°øÇÐȸ º½ Çмú¹ßǥȸ, pp.49-58
A.S. Balasubramaniam, S. R. Kim and Y. Honjo (1993), Formulation of Stress-Strain Behaviour Inside the State Boundary Surface, 11th Southeast Asian Geotechnical Conference, Singapore, pp. 3-14
A.S. Balasubramaniam, S.B. Gurung, O. Kusakabe & S.R. Kim (1993), On the Plastic Volumetric Strain of Bangkok Clay, 11th Southeast Asian Geotechnical Conference, Singapore, pp. 73-78
±è½Â·Ä (1993), ¼­¿ïÁöÇÏö ÅͳÎÀÇ ¼³°è ¹× ½Ã°ø ÇöȲ°ú Æò°¡, ÁöÇÏ°ø°£ °Ç¼³±â¼ú¿¡ °üÇÑ ¼­¿ï ½ÉÆ÷Áö¿ò ³í¹®Áý, PP. 51-75
Kim S.R., Seah T.H., Balasubramaniam A.S. (1994), Formulation of Stress-Strain Behaviour Inside the State Boundary Surface, 13th ICSMFE, Delhi, Vol.1, PP. 51-56
±è½Â·Ä, °í¿µ±Ù, °íÇü¹è, ¾çÈñÈ« (1995), ¿ªÅ¸°ø¹ý (Top-Down)ÀÇÇÑ ÁöÇÏö Á¤°ÅÀå °Ç¼³, ´ëÇÑÅä¸ñÇÐȸ 1995³â Çмú¹ßǥȸ ³í¹®Áý (III), PP. 325-328
ÇÏõȾ´Ü ÁöÇÏö Åͳα¼ÂøÀ» À§ÇÑ ±×¶ó¿ìÆà ȿ°ú¿¡ °üÇÑ ¿¬±¸, ´ëÇÑÅä¸ñÇÐȸ 1995³â Çмú¹ßǥȸ ³í¹®Áý (II), pp. 381-384
ÇÏõ¿¡ ÀÎÁ¢ÇÑ ÃæÀûÃþ¿¡¼­ Åͳα¼ÂøÀ» À§ÇÑ Â÷¼ö°ø¿¡ °üÇÑ ¿¬±¸, ´ëÇÑÅä¸ñÇÐȸ 1995³â Çмú¹ßǥȸ ³í¹®Áý (II), pp. 385-388
±è½Â·Ä (1995), ¿¬¾àÁö¹ÝÀÇ Æ¯¼º ¹× ´ëÇ¥ÇÏ´Â ÀÌ·Ð, Çѱ¹Áö¹Ý°øÇÐȸÁö pp. 170-192
±è½Â·Ä (1997), ÁöÇÏö ÅͳΠ¹æ¼ö°³³ä¿¡ ´ëÇÑ °íÂû, ÁöÇÏö±â¼úȸº¸ Á¦90È£, ¼­¿ïƯº°½Ã
Kim, S. R., Lin, D. G., Bergado, D. T. and Balasubramaniam, A. S. (1997). Critical State Models and Their Comparison with Triaxial Behavior of Soft Bankok Clay, Geotechnical Engineering Journal, Vol. 28. No. 2-2,
pp. 209-248
Chun B. S., Kim S. S., Kho K. H., Kim S. R., Im H. S. (1997), An Application of Lime Stabilization to Marine Clay, 14th ICSMFE, Hamburg, Vol. 3, pp. 1673-1676
Balasubramaniam A. S., Kim S. R., Lin D. G., Acharya S.S.S., Seah T. H., Bergado D.T. (1999), Selection of Soft Clay Parameters for Bangkok Lowland Development, Lowland Technology International, Vol. 1, No. 1,
pp. 85-98
Kim S. R. (1999), Some Factors Affecting the Ground Improvement Design for the Pusan New Port poject, 11th Asian Regional Conference on soil Mechanics and Geotechnical Engineering, Seoul, ATC-7 workshop,
pp. 65-91
±è½Â·Ä, ¹ÚÄ¡¸é (2001), ¸¶»êÁö¿ªÀÇ ÅäÁúƯ¼º, Áö¹Ý°øÇÐȸ 2001³âµµ ¾Æ½Ã¾ÆÁö¿ª±â¼úÀ§¿øȸ (ATC-7) ½ÉÆ÷Áö¿ò ³í¹®Áý, pp.55-71
Balasubramaniam, A. S., Kim, S. R., and Oh, E. Y. N. (2003). Discussion on ¡°Numerical Interpretation
of a Shape of Yield Surface Obtained From Stress Probe Tests¡±, By Ichizo Kobayashi, Kenichi Soga, Atsushi
Izuka and Hideki Ohta. Soils and Foundations, Vol. 43, No. 3, pp. 95-104.
(Submitted to Soils and Foundations on September 2003. Under review)
Chu, J., Kim, S. R., Oh, Y. N., Balasubramaniam, A. S., and Bergado, D. T. (2004). An experimental and
theoretical study on the dilatancy of sand and clays, Proceedings of the 9th Australia New Zealand Conference
on Geomechanics, Auckland, New Zealand, 2, pp. 654-660.
Kim, S. R., Koh K. H., and Park C. M., (2004), Experience from the performance of ground improvement in
thick marine clay deposit, keynote lecture, Proceedings of the IS-Osaka2004, Japan, pp 607-621

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Lee, C., J., Handali, S., Kim, S. R., Lee, Y. H., Oh, E. Y. N., Bolton, M, and. Balasubramaniam, A. S. (2004).
New Method to Predict Pore Pressures For Settlement Calculations and Stability Analysis, Submitted to 15th
Southeast Asian Geotechnical Engineering Conference, Vol.1,pp.803-808.
Kim, S. R., Khan, M. R. A., Pornpong, A., Oh, E. Y. N., and Balasubramaniam A. S. (2004).
Failure States For Normally and Overconsolidated Soft Bangkok Clay, Submitted to 15th Southeast Asian
Geotechnical Engineering Conference,Vol.1,pp.37-42.
Kim, S. R. (2006), Technical Solutions and Case Histories for Soft Ground Tunnelling in Urban Area,
Training Course Lecture (pp.79-116)
ITA-AITES World Tunnel Congress, Seoul, Korea
Kim, S. R., Hwang, J. D., Park, C. M., Kwon, Y. C., Lee, H. J., Park, Y. H. (2007)
Tunneling Through the Alluvial Deposit in Urban Area, Proceedings of the 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Kolkata, India,Vol.1,pp.493-496.
Kim, S. R. (2008), Some Experience from the Soft Ground Tunnelling in Urban Area, Invited Lecture,
Proceedings of the Seminar on The State-of-the-art Technology and Experience on Geotechnical
Engineering in Korea and Hong Kong, Hong Kong, pp. 71-109.
Kim, S. R. (2012), Use of Underground Space in Seoul and its Foreseeable Future, Keynote Lecture,
Proceedings of the World Tunnel Congress 2012(WTC2012), Bangkok Thailand, pp. 14-34.
³í¹® º¸±â (WTC2012-Keynote paper)
±è½Â·Ä (2013), ÁöÇÏ°ø°£±â¼úÀÇ È°¿ë°ú µµ½ÃÀÇ ¹ßÀü, Çѱ¹Áö¹Ý°øÇÐȸ º½Çмú¹ßǥȸ, ÃÊû°­¿¬, pp. 21-32
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Kim, S. R. (2015), Design and Construction Technology for the Creation of Underground Spaces in Urban Areas,
Keynote Lecture, SICAT2015, Singapore
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