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석사학위
논문 : Shear Strength of Underconsolidated Clay
(1987), Asian Institute of Technology, GT-87-20
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박사학위 논문 : Stress-Strain
Behaviour and Strength Characteristics of
Lightly Overconsolidated Clays (1991), Asian
Institute of Technology
논문 보기
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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 |
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Kim S. R. (1987), Permanent
Strains in Relation to Static and Dynamic
Stresses, Special Study Asian Institute of
Technology |
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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 |
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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 |
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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 |
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김승렬, 박광준, 박봉기 (1993),
배수형 터널과 방수형 터널의 설계와 시공, 한국지반공학회 봄 학술발표회, pp.49-58
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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 |
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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 |
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김승렬 (1993), 서울지하철 터널의
설계 및 시공 현황과 평가, 지하공간 건설기술에 관한 서울 심포지움 논문집,
PP. 51-75 |
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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 |
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김승렬, 고영근, 고형배, 양희홍 (1995), 역타공법 (Top-Down)의한
지하철 정거장 건설, 대한토목학회 1995년 학술발표회 논문집 (III), PP.
325-328 |
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하천횡단 지하철 터널굴착을 위한 그라우팅 효과에 관한 연구, 대한토목학회
1995년 학술발표회 논문집 (II), pp. 381-384 |
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하천에 인접한 충적층에서 터널굴착을 위한 차수공에 관한 연구, 대한토목학회
1995년 학술발표회 논문집 (II), pp. 385-388 |
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김승렬 (1995), 연약지반의 특성 및 대표하는 이론, 한국지반공학회지
pp. 170-192 |
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김승렬 (1997), 지하철 터널 방수개념에 대한 고찰, 지하철기술회보 제90호,
서울특별시 |
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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 |
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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 |
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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 |
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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 |
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김승렬, 박치면 (2001), 마산지역의 토질특성, 지반공학회 2001년도
아시아지역기술위원회 (ATC-7) 심포지움 논문집, pp.55-71 |
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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)
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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.
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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
세미나관련사진보기 |
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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.
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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. |
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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 |
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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. |
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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. |
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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.
논문 보기 (WTC2012-Keynote paper)
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김승렬 (2013), 지하공간기술의 활용과 도시의 발전, 한국지반공학회 봄학술발표회,
초청강연, pp. 21-32
사진 보기
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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
사진 보기
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