|
|
|
|
|
|
|
|
|
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
³í¹® º¸±â
|
|
|
|
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
¼¼¹Ì³ª°ü·Ã»çÁøº¸±â |
|
|
|
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
»çÁø º¸±â
|
|
|
Kim, S. R. (2015), Design and Construction Technology for the Creation of Underground Spaces in Urban Areas,
Keynote Lecture, SICAT2015, Singapore
»çÁø º¸±â
|
|
|
|
|
| | |
|
|