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Comtec Research에서 실시하는 교육프로그램 강사 안내입니다. |
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김광진 박사는
미국 Illinois 대학에서 1982년에 토목공학박사 학위를 받고 1988년 Applied
Research Associates에 재직하는 동안 미국 공군 및 해군 연구소로부터 포화된
토사의 동역학 기초이론 개발에 깊이 관여하였으며
1989년 Comtec Research사를 창립 후 지금까지 지반, 지반구조물, 구조물-지반 상호작용 등의
수치해석에 필요한 재료모델개발과 유한요소 프로그램개발에 주력하고 있습니다.
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| Type |
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| Accomplishments
and Specialities |
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| Education |
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Ph.D., Civil Engineering, University of Illinois (1982) |
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| Registration |
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Professional Engineer, Virginia and Maryland. |
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| Specialization |
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Numerical and theoretical
analysis of structural, geotechnical
and applied mechanics problems.
Specialties include finite element
analysis of complex problems as
listed below:
* Development of material
models and finite element codes:
* Wave propagation in one- and
two-phase media:
* Nonlinear Consolidation:
* Static and dynamic structural
analysis:
* Heat transfer including phase
changes:
* Deformation and performance
of underground structures during
construction
and under static and dynamic
applied loads |
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| Experience |
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1989 to Present : |
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Comtec Research, Principal Engineer.
Research and development of dynamic
response of saturated soils and
rocks. Development of computer
programs for geo-structural problems.
Consultant to consulting services
for geotechnical and underground
structural analysis.
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1984 to 1989 :
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Applied Research Associates,
Inc., Capital Area Division, Senior
Engineer. Research and analysis
of structural dynamics, structure-medium
interaction and stress wave propagation.
Conduct static and dynamic finite
element analysis of under-ground
tunnels and large cavities. Develop
mathematical models to represent
behavior of rock materials.
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1982 to 1984 :
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| Applied Research Associates,
Inc., New England Division, Staff
and Senior Engineer. Research
and analysis in stress wave propagation
in one- and two-phase materials
and numerical modeling of blast
induced liquefaction. Numerical
analysis of deformation and stresses
surrounding large underground
compressed gas storage facilities
in salt during construction and
operation; response of frozen
backfilled shafts to intense dynamic
loadings; thermal analysis of
underground heat sinks utilizing
ice and frozen soil. |
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| Publications
and Reports |
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| 1. |
Nieto,
A.S., Ghaboussi, J., Kim,
K.J., and Donath, F.A.,
“Heat Transfer and Thermomechanical
Effects in the Reference
Repository system in Bedded
Salt”, Sandia National
Laboratories, 1980.
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| 2. |
Ghaboussi, J., Kim, K.J.,
and Momen, H., “Modeling
and Prediction of Behavior
of Sand Under Arbitrary
Stress Paths”. submitted
in June 1982 to the International
Workshop on Constitutive
Behavior of Soils, Grenoble,
France, 6-8 September 1982.
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| 3. |
Ghaboussi, J., and Kim,
K.J., “Analysis of Saturated
and Partially Saturated
Soils”, submitted to International
Symposium on Numerical Models
in Geomechanics, 13-19 September
1982. Zurich, Switzerland,
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| 4. |
Kim, K.J., “Finite Element
Analysis of Nonlinear Consolidation”,
Ph.D. Thesis, University
of Illinois at Urbana-Champaign,
1982. |
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| 5. |
Blouin, S.E. and Kim,
K.J., “Explosion Induced
Liquefaction in the Pacific
Proving Grounds”, Interim
Report to Air Force Office
of Scientific Research,
Washington, D.C., February
1983. |
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| 6. |
Ghaboussi, J., Hansmire,
W.H., Parker, H.W., and
Kim, K.J., “Finite Element
Simulation of Tunneling
Over Subways”, Journal of
Geotechnical Engineering,
Vol. 109, No. 3, March 1983.
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| 7. |
Kim, K.J., and Blouin,
S.E., “Response of Frozen
Backfilled Tunnels to High
Intensity Air blast Loadings”,
Draft Report to CRREL, July
1983. |
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| 8. |
Blouin, S.E. and Kim,
K.J., “Use of Frozen Backfill
as a Combination Egress/Heat
Sink System for Deep Basing”,
Draft Report to Bureau of
Mines, October 1983.
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| 9. |
Ghaboussi, J., and Kim,
K.J., “Quasi-static and
Dynamic Analysis of Saturated
and Partially Saturated
Soils”, Mechanics of Engineering
Materials, John Wiley and
Sons Limited, Edited by
C.S. Desai and R.H. Gallagher,
1984. |
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| 10. |
Kim, K.J., Blouin, S.E.,
and Shinn, J.D., “Uniaxial
Strain Response of Idealized
Earth Materials to High
Intensity Pressure Loadings”,
Draft Report to Defense
Nuclear Agency, January
1984. |
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| 11. |
Blouin, S.E. and Kim,
K.J., “Undrained Compressibility
of Saturated Soil”, Draft
Report to Defense Nuclear
Agency, February 1984.
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| 12. |
Kim, K.J., and Blouin,
S.E., “ Response of Saturated
Porous Nonlinear Materials
to Dynamic Loadings”, Final
Report to Air Force Office
of Scientific Research,
Washington, D.C., May 1984.
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| 13. |
Rochefort, M.A., Kim,
K.J., Piepenburg, D.D.,
and Drake, J.L., “Preliminary
Design Procedures for Hardened
Tunnel Liners”, Draft Technical
Report to the Department
of Army, Omaha District,
Corps of Engineers, Contract
No. DACA 45-84-C-0128, September
1984. |
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| 14. |
Blouin, S.E. and Kim,
K.J., “Hydrologic Response
of Deep Based Systems to
Blast Loadings”, Draft Report
to U.S. Army Corps of Engineers,
Omaha District, November
1984. |
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| 15. |
Shinn, J.D. II, Smith,
E.B., Kim, K.J., and Blouin,
S.E. “A Semi-Empirical Ground
Shock prediction Technique
for High Explosive Air blast
Simulations”, Draft Report
to Defense Nuclear Agency,
December 1984.
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| 16. |
Kim, K.J., Piepenburg,
D.D., and Merkle, D., “Influence
of the Intermediate Principal
Stress on Rock Tunnel Behavior”,
DNA-TR-86-52, Defense Nuclear
Agency, Washington, D.C.,
January 1986, also Presented
for the Proceedings of 2nd
International Conference
on Constitutive Laws in
Engineering Materials at
Tucson, January 1987.
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| 17. |
Kim, K.J., Blouin, S.E.,
and Timian, D.A., “Experimental
and Theoretical Response
of Multiphase Porous Media
to Dynamic Loads”, Annual
Report 1, Applied Research
Associates, Inc., New England
Division. Prepares for Air
Force Office of Scientific
Research, Washington, D.C.,
20332, August 1986.
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| 18. |
Kim, K.J., Rochefort,
M.A., and Piepenburg, D.D.,
“Numerical Analysis of Nonlinear
Liner-Medium Interaction,
Part I. Cylindrical Tunnel
Subjected to Axisymmetric
Loading (Theory)”, Technical
Report to Defense Nuclear
Agency, Washington, D.C.,
20305, December 1986.
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| 19. |
Kim, K.J., Davister, M.D.,
and Piepenburg, D.D., “Numerical
Analysis of Nonlinear Liner-Medium
Interaction, Part II. Parameter
and Case Study”, Technical
Report to Defense Nuclear
Agency, Washington, D.C.,
20305, December 1986.
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| 20. |
Kim, K.J., Davister, M.D.,
and Piepenburg, D.D., “Numerical
Analysis of Nonlinear Liner-Medium
Interaction, Part III. Tunnels
Subjected to Biaxial Loading”,
Technical Report to Defense
Nuclear Agency, Washington,
D.C., 20305, December 1986.
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| 21. |
Kim, K.J., Blouin, S.E.,
and Timian, D.A., “Experimental
and Theoretical Response
of Multiphase Porous Media
to Dynamic Loads: Technical
Progress Report for Second
Year Effort”, Draft for
Air Force Office of Scientific
Research, Washington, D.C.,
20332, January 1987.
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| 22. |
Kim, K.J., “Design and
Analysis of Deep Underground
Tunnels Hardened for Nuclear
Weapon Effect, Section 7:
Analysis Procedure”, Edited
by D.D. Piepenburg. In Review
for Defense Nuclear Agency,
Washington, D.C., 20305,
January 1987.
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| 23. |
Kim, K.J., Blouin, S.E.,
Chitty, D.E., and Merkle,
D.E., “Experimental and
Theoretical Response of
Multiphase Medium to Dynamic
Loads”, Final Report. Prepared
for Air Force Office of
Scientific Research, Washington,
D.C., 20332, September 1988.
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| 24. |
Kim, K.J., and Blouin,
S.E., “Influence of Pore
Water on the Calculated
Response of Porous Limestone
to a Confined Explosion”,
Technical Report to Defense
Nuclear Agency, Washington,
D.C., 20305, DNA-001-86-C-0149,
October 1989.
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| 25. |
Blouin, S.E., Chitty,
D.E., Rauch, A.F., and Kim,
K.J., “Dynamic Response
of Multiphase Porous Media”,
Annual Technical Report.
Prepared for Air Force Office
of Scientific Research,
Washington, D.C., 20332-6448,
March 1990.
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| 26. |
Blouin, S.E., Chitty,
D.E., Rauch, A.F., and Kim,
K.J., “Dynamic Response
of Multiphase Porous Media”,
Annual Technical Report
2. Prepared for Air Force
Office of Scientific Research,
Washington, D.C., 20332-6448,
June 1991.
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| 27. |
Kim, K.J., “Evaluation
of Nonlinear Finite Element
Computer Program SMAP-S2",
Presented for Korean Geotechnical
Society Conference on Computer
Utilization in Geotechnical
Engineering, November 1991.
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| 28. |
Kim, K.J., Chitty, D.E.,
and Blouin, S.E., “Material
Modeling for Fracture Joints
of Salem Limestone”, Draft
Final Report for U.S. Army
Engineer Waterways Experimental
Station, Vicksburg, MS 39181-0631,
Contract DACA 39-89-0059,
March 1993.
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| 29. |
Blouin, S.E., Chitty,
D.E., Rauch, A.F., and Kim,
K.J., “Dynamic Response
of Multiphase Porous Media”,
Final Technical Report for
Air Force Office of Scientific
Research, Washington, D.C.,
20332-6448, June 1993.
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| 30. |
Brown, W. and Kim, K.J.,
“Development of Multiphase
Effective Stress Modeling
Procedures for Simulation
of Surf Zone Mine Countermeasures”,
Final Report to White Oak
Naval Surface Warfare Center,
10901 New Hampshire Avenue,
Silver Spring, MD 20903-5000,
Contract No. N60921-93-C-0073,
Oct. 1993.
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| 31. |
Kim, K.J., and etc., “Structural
Failure Analysis of Tae-Ku
Subway Station Due to the
Gas Explosion”, Report Published
by Korean Civil Engineering
Society, August 1995.
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| 32. |
Kim, K.J., and etc., “Consolidation
and Creep Finite Element
Program Development”, Final
Report Published by Chung-Ang
University, Samsung Heavy
Industries Co., Ltd. and
Korean Geotechnical Society,
December 1995.
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| 33. |
Kim, S.H., Kim, J.W.,
and Kim, K.J., “Three-Dimensional
Two-Phase Code for Dynamic
Analysis of Saturated Porous
Media”, Third Asian-Pacific
Conference on Computational
Mechanics, Sheraton Walker
Hill Hotel, Seoul Korea,
September 1996.
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| 34. |
Kim, K.J., Bae, G.J.,
Moon, H.D. and Kim, C.Y.,
“A Study on the Theory and
Its Verification of Dynamic
Analysis Program (MPDAP)
for Modeling of Saturated
Multi-Phase Porous Media”,
Journal of the Korean Geotechnical
Society, Vol. 13, No.1,
February 1997.
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| 35. |
Kim, K.J., and Kim, H.M.,
“Semi-Analytical Solution
for Axisymmetrtic Tunnels
in Durcker-Prager Medium”,
Journal of the Korean Geotechnical
Society, Vol. 13, No. 2,
April 1997.
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| 36. |
Lee, B.Y., Kim, K.J.,
and Kim, H.M., “Finite Element
Method for the Analysis
of Deep Excavation in Urban
Environment”, Journal of
the Korean Geotechnical
Society, Vol. 13, No. 5,
October 1997.
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| 37. |
Kim, K.J., “Numerical
Analysis of Multi Stage
Prestressed Earth Method
Wall Construction”, Report
for PEM Technology Corp.,
January 1998.
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| 38. |
Kim, S.H. and Kim, K.J.,
"Two-Phase Finite Element
Procedures for Dynamic
Analysis of Saturated Porous
Media", International
Journal for Computer-Aided
Engineering and Software,
2000. |
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| 39. |
Kim, S.H. and Kim, K.J.,
"Three-dimensional
Dynamic Response of Underground
Openings in Saturated Rock
Masses", Earthquake
Engineering and Structural
Dynamics, 2001; 30: 765-785
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| 40. |
Kim, K.J., "Numerical
Analysis of Soil-Cement
Embankment Subjected to Truck
Load", Report for Korea
Agricultural & Rural
Infrastructure Corporation,
Rural Research Institute,
July 2001.
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| 41. |
Kim, S.H. and Kim, K.J.,
"Dynamic Response of
Underground Openings
Considering the Effect of
Water Saturation",
Journal of the Computational
Structural Engineering Institute
of Korea, September 2001,
Vol 14, pp 391-399.
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| 42. |
Analysis of wave propagation
in saturated porous media.Ⅰ.
Theoretical solution, S.-
H. Kim, K.-J. Kim and S.E.
Blouin, August 2002.
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| 43. |
Analysis of wave propagation
in saturated porous media.
Ⅱ. Parametric studies, S.-
H. Kim, K.-J. Kim and S.E.
Blouin, August 2002.
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| 44. |
Kim, K.J.,“Development
of 3D Finite Element Program
for Single Pole Transmission
Line Foundation”, Second
Quarterly Report for Korean
Electric Power Research
Institute, September 2006.
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| 45. |
Kim, K.J.,“Development
of Computer Program for
the Design of Inverted T
Shape Foundation with Rock
Anchor Subjected to Strong
Uplift Load”, Midterm Report
for Korean Electric Power
Research Institute, October
2006. |
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| 46. |
Kim, S.H. and Kim, K.J.,
"Finite Element Analysis of Silo
Type Underground Opening for LILW
Disposal Facility", J. Comput. Struct.
Eng. Inst. Korea. 2021, Vol. 34(5),
PP.339-345 (in Korean)
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| 47. |
Kim, S.H. and Kim, K.J.,
"Numerical Study of Structural Behavior
of Underground Silo Structures for
Low-and-Intermediate-level Radioactive
Waste Disposal Facility", J. Comput.
Struct. Eng. Inst. Korea. 2022, Vol. 35(3),
PP.183-190 (in Korean)
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| 48. |
Kim, S.H. and Kim, K.J.,“Numetrical Parametric Studies on the
Stress Distributions in Rocks around Underground Silo",
Applied Sciences, 12(3), 1613, Feb.
2023. Open Access
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| 49. |
Kim, S.H. and Kim, K.J.,“Finite element formulations for
free field one-dimensional shear wave propagation",
Earthquakes Struct. 2024, 26(2), pp.163-174 Open Access
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| 50. |
Kim, S.H. and Kim, K.J.,“Comparative Studies between
Freequency Domain Analysis and Time Domain Analysis
on Free-Field One-Dimensional Shear Wave Propagation",
Applied Mechanics, Vol. 5, Issue 1, 141-161, 2024. Open Access
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