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 Comtec Research에서 실시하는 교육프로그램 강사 안내입니다.
         
 
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.

Type
 
Accomplishments and Specialities
 
Education
  Ph.D., Civil Engineering, University of Illinois (1982)  
Registration
  Professional Engineer, Virginia and Maryland.  
Specialization
 
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

 
Experience
 
1989 to Present :

 
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.

  1984 to 1989 :
 
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.

  1982 to 1984 :  
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.
 
Publications and Reports
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.

 
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.

 
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,

 
4. Kim, K.J., “Finite Element Analysis of Nonlinear Consolidation”, Ph.D. Thesis, University of Illinois at Urbana-Champaign, 1982.

 
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.

 
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.
 
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.

 
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.

 
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.

 
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.

 
11. Blouin, S.E. and Kim, K.J., “Undrained Compressibility of Saturated Soil”, Draft Report to Defense Nuclear Agency, February 1984.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
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.

 
37. Kim, K.J., “Numerical Analysis of Multi Stage Prestressed Earth Method Wall Construction”, Report for PEM Technology Corp., January 1998.

 
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.

 
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

 
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.

 
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.

 
42. Analysis of wave propagation in saturated porous media.Ⅰ. Theoretical solution, S.- H. Kim, K.-J. Kim and S.E. Blouin, August 2002.

 
43. Analysis of wave propagation in saturated porous media. Ⅱ. Parametric studies, S.- H. Kim, K.-J. Kim and S.E. Blouin, August 2002.

 
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.

 
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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