지역환경토목학과

실험실 소개

본 실험실은 점차로 장식되어가고 있는 농경지의 축소에 대처하기 위하여 무량 농지 및 토지공급 확대방안으로 시행되고 있는 간척 및 개간 사업 등에 의해 농지를 조성할 경우 토질 및 토양의 물리적 특성 등에 관한 분야를 연구하는 실험실이다. 세부적으로 간척사업과 개간시에 필연적으로 수반되는 연약지반과 사면안정에 관한 지반공학적인 측면에서의 조사, 시험, 역학계산 등의 이론적인 분야와 이를 응용한 기초공학적인 측면에서의 설계, 시공, 새로운 공법 개발 등을 주로 연구 하고 있다.

주요연구분야

• 지반공학 (Geotechnical Engineering)
• 기초공학 (Foundation Engineering)
• 연약지반의 압밀거동 (Consolidation Behavior of Soft Clay)
• 사면안정 (Slope Stability)
• 농지조성공학 (Farm Land Reclamation Engineering)

주요연구실적

• Lee. D. W., K. S. Lee, and Y.H. Lee, (2011), Seepage analysis of agricultural reservoir due to raising embankment, J. of Agricultural Science, Chungnam Nat'l Univ., Vol.38(3): 493-504.
• Lee. D. W., and S. 丄 Kim, (2012), Field Test of Recycled Aggregates and Crushed Stone as Horizontal Drains, J of the Korean Society of Agricultural Engineers, Vo1.54(1): 39-45.
• Lee. D. W., and JJ. Noh. (2012), Safety evaluation of agricultural reservoir embankment according to backside extension, J. of Agricultural Science. Chungnam Nat'l Univ., Vol.39(l): 97-110.
• Lee. D.W., and Y.H. Lee, (2012), Behavior of Pore Water Pressure of Agricultural Reservoir According to Raising Embankment, J. of the Korean Society of Agricultural Engineers, Vol.54(3): 11-17.
• Lee. D.W., and J.J. Noh, (2012), Behavior of failure of agricultural reservoir embankment due to overtopping, J. of Agricultural Science, Chungnam Nat'l 니niv., Vol.39(3): 427-439.
• Lee. D.W., and J. J. Lee, (2012), Full-Scale Model Test of Vertical Drain Materials using Recycled Aggregates and Crushed Stone, J of the Korean Society of Agricultural Engineers, Vol.54(5): 103-111.
• Lee. D.W., and JJ Noh, (2013), Clogging behavior of recycled aggregates and crushed stone as horizontal drains in soft ground, J. of Agricultural Science, Chungnam Nat'l Univ., Vo1.40(3): 253-260.
• Lee. D.W., and Y.H. Lee, (2013), The safety behavior of agricultural reservoirs due to raising the embankment, J of Agricultural Science, Chungnam Nat'l 니niv.，Vol.40(3): 243-252.
• Noh, JJ，and D. W. Lee, (2014), Behavior of Failure for Embankment and Spillway Transitional Zone of Agriculture Reservoirs due to Overtopping, J. of the Korean Society of Agricultural Engineers, Vol.56(1): 71-79.
• Lee. D. W„ and JJ. Noh, (2014), Behavior of Failure of Agricultural Reservoirs Embankment Reinforced by Geotextile under Overtopping Condition, J of the Korean Society of Agricultural Engineers, Vol.56(2): 59-64.
• Park, C. K.. B. H. Oh, and D. W. Lee, (2014), Hydraulic Characteristics of the Non-power Soil Cleaning and Keeping System by the Large-Scale Model Test at the Dike Gate, J. of the Korean Society of Agricultural Engineers, Vol.56(5): 67-75.
• Lee. D. W., and J.J. Noh, (2014), Behavior of Failure on Agricultural Reservoirs Embankment by Riprap Reinforcement Method, J. of the Korean Society of Agricultural Engineers, Vol.56(6): 66-73. 외 40편
• Lee. D.W., and Y.H. Lee., (2016), Improvement of condition assessment criteria and embankment transformation of agricultural reservoirs after raising embankments, J. of Agricultural Science, Chungnam Nat'l Univ., Vol.43(2): 258-274.
• Lee. Y.H., and D.W. Lee., (2017), Effective Method for Remodeling of Deteriorated Agricultural Reservoirs, J of the Korean Society of Agricultural Engineers, Vol.59(4): 43-52.
• Lee. Y.H., and D.W. Lee, (2018), Seepage Characteristics of Agricultural Reservoir Embankment Considering Filter Interval, J of the Korean Society of Agricultural Engineers, Chungnam Nat'l Univ., Vol.60(1): 1-10.
• Lee. Y.H., T.H. Lee., and D.W. Lee, (2019), Overtopping Model Experiments and 3-D Seepage Characteristics of the Embankment of Deteriorated Homogeneous Reservoirs, J of the Korean Society of Agricultural Engineers, Vol.61(2): 13-23.
• Park. C.K., Y.H. Lee., S.M. Hong., and D.W. Lee, (2019), Field Model Test of the Non-power Soil Cleaning System, J. of the Korean Society of Agricultural Engineers , Chungnam Nat'l Univ., Vol.61(4): 63-73.
• Lee, Y. H., Lee, D. W., Heo, J., & Ryu, J. H. (2020). Model experiments for the reinforcement method of agricultural reservoirs by overtopping. Korean Journal of Agricultural Science, Vol.47(1), 163-171.
• Lee, Y. H., Lee, D. W., Ryu, J. H., Kim, C. H., Heo, J., & Shim, J. W. (2020). An evaluation of a crushed stone filter and gabion retaining wall for reducing internal erosion of agricultural reservoirs. Korean Journal of Agricultural Science, Vol.47(3), 485-496.
• Ryu, J. H., Heo, J., Shim, J. W., Kim, C. H., Yun, B., Lee, Y. H., & Lee, D. W. (2020). Erosion behavior according to location of conduit cracks in agricultural reservoir. Korean Journal of Agricultural Science, Vol. 47(4), 1159-1168.
• Lee. Y. H., Ryu. J. H., Yoon. B. R., Heo. J., Lee. D. W, (2021). Seismic Performance Evaluation of Agricultural Reservoir Embankment through Shaking Table Tests. Journal of the Korean Society of Hazard Mitigation, Vol.21(3), 151-161.
• Ryu. J. H., Lee. Y. H., Yoon. B. R., and Lee. D. W, (2022). Seepage Characteristics of Agricultural Reservoir Embankment Based on Installation of Overtopping Prevention Structures. Journal of the Korean Society of Hazard Mitigation, Vol.22(2), 193-204.
• Shim. J. W., Lee. Y. H., Lee. D. W., (2022), Establishment of Condition Assessment Criteria in Agricultural Reservoirs by AHP, J. of the Korean Society of Agricultural Engineers, Vol64(5): 17-26
• Shim, J. W., & Lee, Y. H. (2022). Revision and catagorization of evaluation criteria for state change factors in agricultural reservoirs. Korean Journal of Agricultural Science, Vol.49(4), 707-717.
• Lee. D. W., Yoon. B. R., Han. J. S., and Ryu. J. H, (2023), Seismic performance evaluation of agricultural reservoir embankment based on overtopping prevention structures installation, J. of Agricultural Science, Chungnam Nat'l Univ., Vol.50(3): 469-484
• Lee, Y. H., Park, S. Y., Tokida, K. I., & Lee, D. W. (2018). Three-dimensional seepage characteristics of reservoir embankment considering interval of horizontal filter. International Journal of Offshore and Polar Engineering, Vol.28(01), 80-86.
• Lee, Y., Park, J., Fujisawa, K., Murakami, A., & Lee, D. (2019). Experimental study on seepage characteristics of reservoir embankment considering interval of horizontal filter. Paddy and Water Environment, Vol.17(2), 273-280.
• Lee, Y. H., Ryu, J. H., Heo, J., Shim, J. W., & Lee, D. W. (2022). Stability improvement method for embankment dam with respect to conduit cracks. Applied Sciences, Vol.12(2), 567.
• Lee, Y. H., Ryu, J. H., Lee, T. H., Shim, J. W., Kim, C. H., & Lee, D. W. (2022). Failure Behavior Attributed to Internal Erosion Caused by Conduit Cracks in Homogeneous Embankment. Applied Sciences, Vol.12(13), 6305.
• Lee, Y. H., Yamakawa, S., Tobita, T., Hong, H. K., Song, H. S., Kim, J. J., & Lee, D. W. (2023). Centrifugal Model Study of Seepage and Seismic Behavior in a Homogeneous Reservoir Dam with Parapet. Applied Sciences, Vol.13(10), 6347.

저서

1. 1. 신제 토질역학，1999, 형설출판사
2. 2. 신제 기초공학, 2003, 형설출판사
3. 3. 토질시험법，2009, 궁 미디어
4. 4. 지역기반공학 (2006, 에코시티사업단)
5. 5. 토질역학 (2017, 구미서관)
6. 6. 토질역학 (2019, 형설출판사)
7. 7. 신제 토질시험법 (2022, 궁 미디어)

수행중인 연구과제

1. 1. 농업용 저수지 둑 높이기에 따른 제체의 안정성 평가

실험실 구성원