Browse > Article
http://dx.doi.org/10.7855/IJHE.2013.15.1.047

Evaluation of Ground Water Level Effect on Frost Heaving in Road Pavements  

Kweon, Gichul (동의대학교 토목공학과)
Lee, Jaehoan (동의대학교 토목공학과)
Publication Information
International Journal of Highway Engineering / v.15, no.1, 2013 , pp. 47-56 More about this Journal
Abstract
PURPOSES: This study is to evaluate a ground water level effect on frost heaving in road pavements. METHODS: The effects of water table on frost heaving in pavement systems were evaluated from the mechanical analysis using FROST program. The input parameters and boundary conditions were determined by considering climates, pavement sections, and material properties specially subgrade soil types in Korea. RESULTS: When the water table located above the freezing depth, amount of frost heaving caused by freezing the water in pavement itself was big enough to damage in pavement system, although pavement system consists of fully non-frost-susceptible materials with sufficient thickness of anti-freezing layer. The amount of frost heaving was decreased rapidly with increasing the distance between the water table and freezing depth. CONCLUSIONS: It was concluded that there is no engineering problems related with frost heaving in practical sense when the distance between freezing depth and water table is over 1.5m for having subgrade soils less than 50% of #200 sieve passing to meet specification on quality control in Korea.
Keywords
frost heaving; water table; FROST; pavement; SWCC;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Ministry of Land, Transport and Maritime Affairs, 2002, Korea Pavement Research Program, KPRP-E-02. (건설교통부, 2002, 한국형 포장설계법 개발과 포장성능 개선 방안 연구:포장 하부구조 다짐관리 기준정립(동결심도연구), KPRP-E-02)
2 Ministry of Land, Transport and Maritime Affairs, 2012, Evaluation of validity for frost protection layer and development of its construction criteria. (국토해양부, 2012, 도로동상방지층의 효용성 검증 및 설치기 준 연구)
3 Korea Meteorological Administration, 2012, Website http://www.kma.go.kr
4 Korea Expressway Corporation, 2002, Development of Pavement Foundation Design Procedure Considering Frost Depth. (한국도로공사, 2002, 동결심도를 고려한 포장 하부구조 개선 방안 연구)
5 Kweon, G. C., 2004, Freezing and Thawing Characteristics of Subgrade Soils in Korea, Journal of the Korean Society of Civil Engineers, vol. 24, 2-D, 213-219.
6 Kweon, Gi Chul.Oh, Seboong.Kim, Hyung Bae.Choi, Chang Gyu, 2003, A Numerical Analysis on the Characteristics of Frost Heaving at Road Pavement in Korea, International Journal of Highway Engineering, Vol. 3. no. 2, 37-47.
7 Kim, N. S. and Lee, J. I, 2009, Case Study on Design of Anti- Freezing Layer for Effective Pavement Design, Kyonggi University, Research Institute of industrial Technology, Vol 35, 59-74 (김낙석, 이정일, 2009, 효율적 도로설계를 위한 동상방지층 설 계기준 사례연구, 경기대학교 산업기술종합연구소논문 집, 제35권, 59-74)
8 Kim, D. H. and Kwon, K, J., 2001, Pavement Design on Tunnel Section : Determination of Freezing Depth and Thickness of Pavement on Tunnel Section Considering Temperature, Korean Society of Road Engineers, Technical Note 3-3, 50-55. (김대하, 권기진, 2001," 터널내포장설계개선방안고찰: 동절 기 터널내 온도변화 조사를 통한 동결심도 및 포장두께 선 정"한국도로포장공학회, 3-3, 기술기사, 50-55)
9 Kim, S, K., Ryu, J. H, Song, J. K., 1999, Measurement of Soil Water Characteristics Curve of Unsaturated Soils, Journal of the Korean Society of Geotechnical Engineers, 1-19. (김상규, 류지협, 송진규, 1999, 불포화토의 함수특성 측정, 한국지반공학회지, 1-19)
10 Kim, Y. J. and Hong. S. S., 2001, A study on Anti-Freezing Effects of EPS and Cement Treated Soils, in Proc. of 2001 Conference of The Korean Society of Civil Engineers. (김영진, 홍승서, 2001, ESP 조각 및 시멘트 혼합토의 동상방지 효과에 대한 기본 연구, 대한토목학회 학술발표회)
11 Nam, Y. K, Park, C. B, Jo. K. T, Jin, J. H., 2002, Field Measurement on Behavior of Anti-Freezing Layer, Korean Society of Road Engineers, Technical Note 4-1, 19-23 (남영국, 박찬범, 조규태, 진정훈, 2002," 동상방지층의 거동특 성에 대한 현장계측", 도로포장공학회, 4-1, 19-23)
12 Ryu, J. H., 2002, Measurement of Characteristics of Permeability of Unsaturated Weathered Granite Soils, Journal of Korean Water Resource Association, 133-141. (류지협, 2000, 불포화 풍화토의 투수특성 측정, 한국수자원공학회지, 133-141)
13 Park, S, W. and Seong, Y. J, 2011, Evaluating Unsaturated Hydraulic Properties of Compacted Geomaterials in Road Foundations (I) : Laboratory Test, Journal of the Korean Society of Civil Engineers, vol. 31-1, 73-82. (박성완, 성열정, 2011, 다져진 도로기초 재료의 불포화투수특성 평가, 실내실험, 대한토목학회논문집, 제31권 제1호, 73-82)
14 Park, S. W. and Oh, J. W., 2002, Pavement Design and Data of Frost Depth in Korea, Korean Society of Road Engineers, Technical Note 4-1, 24-32 (박성완, 오재원, 2002, 국내 동결심도 자료와 포장설계에 관한 고찰, 도로포장공학회 기술기사, 4-1, 24-32)
15 Song, C. S. and Kim, Y. H, 2003, Experimental Study on Soil Water Characteristics Curve on Unsaturated Soils, Journal of Korean Society of Agricultural Engineers, vol 45(1), 153-151. (송창섭, 김명환, 2003, 불포화토의 흙-수분 특성곡선에 관한 실험적 고찰, 한국농공학회지, 45(1). 153-151)
16 Lee, S. J, 2004, Evaluation of Shear Strength and Soil-Water Characteristics Curve of Unsaturated Weathered Granite Soils, Ph.D Dissertation, KAIST. (이성진, 2004, 화강풍화토의 불포화 전단강도 및 함수특성곡선 산정에 관한 연구, 공학박사학위논문, 한국과학기술원)
17 Shin, E. C., Lee, H. J. and Oh, M. I., 2004, Prediction of Soil-water Characteristic Curve and Unsaturated Permeability Coefficient of Reclaimed Ground, Journal of the Korean Society of Geotechnical Engineers, vol. 20(1), 109-120. (신은철, 이학주, 오명인, 2004, 불포화 준설매립 지반의 흙-수분 특성곡선 및 불포화 투수계수 예측, 한국지반공학회논문집, 20(1), 109-120)
18 Hwang, C. S. and Kim, T. H., 2004, Determination of the Unsaturated Hydraulic Conductivity Function, Journal of the Korean Society of Geotechnical Engineers, vol. 20-3, 47-51. (왕창수, 김태형, 2004, 불포화 투수계수함수에 대한 연구, 한국지반공학회논문집, 20(3), 47-51)
19 Lee, K. H. and Kim. H. B, 2002, Characteristics of Frost and Freezing Depth in Road Pavement, Korean Society of Road Engineers, Technical Note 4-1, 6-18. (이경하, 김형배, 2002, 도로포장의 동상특성 및 동결심도, 도 로포장공학회 기술기사, 4-1, 6-18)
20 Lee, J. and Kweon, G. C., 2010, Evaluation of Freeze-Thaw Effect on the Modulus of Subgrade Soils from Impact Resonance Test, International Journal of Highway Engineering, Vol. 12. no. 3, 71-77.
21 Lee, H, J., 2004, Prediction of Soil-Water Characteristics Curve of Unsaturated Weathered Granite Soils Using the Soil Structure Characteristic, Master's Thesis, Kyunghee University. (이혜지, 2004, 흙의 구조적 특성을 이용한 화강풍화토의 함수 특성곡선 유추에 관한 연구, 공학석사학위논문, 한국과학기술원)
22 Yim, S. Y. and Ryu, T. J., 2008, The Analysis of Permeability Coefficient and the Evaluation of Equations of Permeability Coefficient for an Unsaturated Soils, Journal of the Korean Society of Geotechnical Engineers, 139-151. (임성윤, 류태진, 2008, 불포화토의 투수계수분석 및 투수계수 방정식의 적용성 평가, 한국지반공학회지, 139-151)
23 Yim, Y. J., 2010, Development of Design and Construction Manual for Drainage in Road Pavement, Ministry of Land, Transport and Maritime Affairs, j1-53-j1-63 (임유진, 2010, 도로포장 배수설계 및 시공지침 개발 연구, 국토해양부, j1-53 - j1-63)
24 Berg, RL., G.L. Guymon and T.C. Johnson, 1980, Mathematical model to correlate frost heave of pavements with laboratory predictions, USA Cold Regions Research and Engineering Laboratory, CRREL Report, 80-10.
25 Jeon Jong-Myung, 2012, Development of Prediction Model for Freezing Depth in Road Pavement Considering Thermal Properties, Ph.D Dissertation, Kyunghee University. (전종명, 2012, 포장재료의 열역학적 특성을 고려한 도로포장의 동결깊이 예측모델 개발, 공학박사학위논문, 경희대학교)
26 Jo, K. T, Jin J. H. and Nam Y. K, 2002, Anti-Frost Layer of Road Pavement for Effectiveness Verification by Site Measure and Laboratory Testes, Journal of the Korean Society of Civil Engineers, vol. 22, 5-D, 913-921. (조규태, 진정훈, 남영국, 2002, 도로포장의 동상방지층 실효성 검증을 위한 현장계측 및 실내시험 연구, 대한토목학회논 문집, 제2권, 5-D, 913-921)
27 Jin, J. H. and Nam, Y. K., 2006, Improvement of Anti Frost Layer by Introduce the Green Drainage System, Korean Society of Road Engineers, vol. 8-2, 6-18. (진정훈, 남영국, 2006, 친환경적인 배수시스템 도입을 통한 동상방지층 개선, 한국도로학회지 제8권 제2호, 35-44)
28 COE, 1985, Pavement Design For Seasonal Frost Conditions, The U. S. Army Cold Regions Research and Engineering Laboratory.
29 Gary L. Guymon, Richard L. Berg and Theodore V. Hromadka, 1993, Mathematical Model of Frost Heave and Thaw Settlement in Pavements, CRREL Report. 93-2.
30 Guy O., Jean-Marie K. and Marius R., 1999, Deterioration Model for Pavements in Frost Conditions, Transportation Research Record 1655, TRB, National Research Council, 110-117.
31 Konrad J. M., 1999, Frost Susceptibility related to Soil index properties, Canadian Geotechnical Journal, 36, 403-417.   DOI   ScienceOn
32 Susan R. B and Richard L. B., 1996, Modeling of Mn/ROAD Test sections with the CRREL Mechanicstic Pavement Design Procedure, Special Report. 96-21.