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
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
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
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
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
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.
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.