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Experimental Evaluation on JGS Frost Susceptibility Testing Method

일본 동상민감성 판정 기준에 관한 고찰

  • Jangguen Lee (Department of Future & Smart Construction Engineering, Korea Institute of Civil Engineering and Building Technology (KICT), University of Science & Technology) ;
  • Hyunwoo Jin (Department of Future & Smart Construction Research, Korea Institute of Civil Engineering and Building Technology (KICT)) ;
  • Zheng Gong (Korea Institute of Civil Engineering and Building Technology (KICT), University of Science & Technology)
  • Received : 2024.05.21
  • Accepted : 2024.06.03
  • Published : 2024.07.01

Abstract

Frost heave, a significant engineering aspect of frozen ground, leads to various damages in Korea during the winter. Both the United States and Japan, encompassing regions with frozen ground, have actively researched frost heave and possess standardized experimental methods. Particularly, the Japanese Geotechnical Society (JGS) has introduced a frost heave standard testing method, offering the advantage of relatively simple specimen preparation and experimental procedures. However, issues persist regarding the ambiguous engineering interpretation of frost heave test results and the lack of clear criteria for frost heave susceptibility assessment. This paper presents laboratory testing results following the JGS testing method on sand and silt mixtures using a triaxial temperature-controllable cell, and thoroughly analyzes the frost heave rate calculation process. Furthermore, it evaluates the applicability of frost heave susceptibility criteria proposed in the United States to frost heave rates based on the JGS testing method.

동상은 동토지반의 중요한 공학적 특성 중 하나로, 겨울철에 국내에서는 동상으로 인한 다양한 피해가 발생한다. 미국과 일본은 동토지역을 포함하고 있어 동상에 대한 연구가 활발히 이루어졌으며, 표준화된 실험법을 보유하고 있다. 특히, 일본 동상 실험법은 시료 준비와 실험 과정이 비교적 간단하다는 장점이 있다. 그러나 동상 실험 결과의 공학적 해석이 모호하며, 동상 민감성 판정 기준이 제시되지 않아 실제 활용에 문제가 있다. 본 논문에서는 모래-실트 혼합토를 대상으로 일본 동상 실험법에 따라 온도제어형 셀을 활용한 실내실험을 수행하고, 동상속도 산정 과정을 면밀히 분석하였다. 더불어, 일본 동상 실험법으로 산정된 동상속도가 미국에서 제시한 동상 민감성 판정 기준에 적용 가능한지 검토하였다.

Keywords

Acknowledgement

본 연구는 과학기술정보통신부 한국건설기술연구원 연구운영비지원(주요사업)사업으로 수행되었습니다(과제번호 20241084-001, 극한건설 환경 구현 인프라 및 TRL6 이상급 극한건설 핵심기술 개발).

References

  1. ASTM D5918 (2013), Standard test methods for frost heave and thaw weakening susceptibility of soils, American Society for Testing Materials, pp. 1~13.
  2. Casagrande, A. (1931), Discussion of frost heaving, Highway Research Board, Proceedings, Vol. 11, pp. 163~172.
  3. Choi, C. H. (2011), Development and verification of high efficiency experimental apparatus to evaluate freezing phenomenon of soils, Journal of the Korean Geosynthetics Society, Vol. 10, No. 4, pp. 93~103. https://doi.org/10.12814/JKGSS.2011.10.4.093
  4. JGS 0172 (2009), Test method for frost susceptibility of soils, Japan Geotechnical Society, pp. 1~6.
  5. Jin, H., Lee, J., Ryu, B. H. and Akagawa, S. (2019), Simple frost heave testing method using a temperature-controllable cell, Cold Regions Science and Technology, Vol. 157, pp. 119~132. https://doi.org/10.1016/j.coldregions.2018.09.011
  6. Jin, H., Lee, J., and Ryu, B. H. (2022), Investigation of the ASTM international frost heave testing method using a temperature-controllable cell, Geomechanics and Engineering, Vol. 31, No. 6, pp. 583~597. https://doi.org/10.12989/GAE.2022.31.6.583
  7. Kang, J. M., Kim, Y. S., and Lee, J. G. (2013), Evaluation method of frost heave for unsaturated soil, Journal of the Korean Geosynthetics Society, Vol. 12, No. 1, pp. 93~100.
  8. Konrad, J. M. (1987), Procedure for determining the segregation potential of freezing soils, Geotechnical Testing Journal, Vol. 10, No. 2, pp. 51~58. https://doi.org/10.1520/GTJ10933J
  9. Konrad, J. M. (1994), Sixteenth Canadian geotechincal colloquium: Frost heave in soils: Concepts and engineering, Canadian Geotechnical Journal, Vol. 31, pp. 223~245. https://doi.org/10.1139/t94-028
  10. Lee, J., Jin, H., and Ryu, B. H. (2023a), Review of frost-susceptibility testing methods and criteria, Journal of the Korean Geotechnical Society, Vol. 39, No. 7, pp. 39~48.
  11. Lee, J., Gong, Z., Jin, H., and Ryu, B. H. (2023b), Numerical model with segregation potential on frost heave and reliability assessment for silty soils, Journal of the Korean Geo-Environmental Society, Vol. 24, No. 9, pp. 41~46.
  12. Shin, E. C., Ryu, B. H., Kang, H. H., and Hwnag, S. G. (2014), Behavior characteristics of water supply pipeline due to freezing temperature, Journal of the Korean Geosynthetics Society, Vol. 13, No. 4, pp. 1~10.
  13. Shin, E. C., Ryu, B. H., and Park, J. J. (2009), Geotechnical characteristics of frost-susceptibility soil using modified freeze-thaw apparatus, Journal of the Korean Geosynthetics Society, Vol. 8, No. 1, pp. 53~59.
  14. Shin, E. C., Ryu, B. H., and Park, J. J. (2013), The frost heaving susceptibility evaluation of subgrade soils using laboratory freezing system, Journal of the Korean Geosynthetics Society, Vol. 12, No. 2, pp. 13~23. https://doi.org/10.12814/jkgss.2013.12.2.013
  15. Song, W. K. and Kim, M. K. (2004), An assesment of fatigue life cycle for buried pipelines in consideration for corrosion and frost heave of a geotechnical medium, Journal of the Korean Society of Civil Engineers, Vol. 24, No. 2004, pp. 267~275.
  16. Taber, S. (1930), The mechanics of frost heaving, Journal of Geology, Vol. 38, pp. 303~317. https://doi.org/10.1086/623720