Research Paper
An, J.B., Cho, G.C., Lee, Y., Lee, J., Min, K., Jo, G. (2024), “Numerical study on evaluation of grout diffusion range by the conditions of steel pipe reinforced grouting method”, Journal of Korean Tunnelling and Underground Space Association, Vol. 26, No. 4, pp. 345-363.
10.9711/KTAJ.2024.26.4.345Chun, B.S., Park, M.H., Park, K.S., Kim, S.H. (2018), “A study on construction management technique and standard of steel pipe reinforced grouting”, Journal of the Korean Society for Railway, Vol. 21, No. 4, pp. 1-10.
Coates, G.R., Xiao, L., Prammer, M.G. (1999), NMR Logging: Principles and Applications, Halliburton Energy Services, Houston, pp. 51-64.
Ding, B., Lou, P., Huang, C., Li, W., Wang, Y. (2024), “Investigating grouting body nonuniform expansion in anisotropic underground soil mechanics”, Scientific Reports, Vol. 14, 32004.
10.1038/s41598-024-83492-339738614PMC11685821Ding, Y., Huang, F., Cao, Z., Yang, Y. (2025), “Grouting power prediction method based on CEEMDAN-CNN-BiLSTM”, Applied Sciences, Vol. 15, No. 23, 12382.
10.3390/app152312382Dlubac, K., Knight, R., Song, Y.Q., Bachman, N., Grau, B., Cannia, J., Williams, J. (2013), “Use of NMR logging to obtain estimates of hydraulic conductivity in the High Plains aquifer, Nebraska, USA”, Water Resources Research, Vol. 49, No. 4, pp. 1871-1886.
10.1002/wrcr.20151Freedman, R. (2006), “Advances in NMR logging”, Journal of Petroleum Technology, Vol. 58, No. 1, pp. 60-66.
10.2118/89177-JPTHagen, G. (1839), “Über die Bewegung des Wassers in engen cylindrischen Röhren”, Annalen der Physik, Vol. 122, No. 3, pp. 423-442.
10.1002/andp.18391220304Houlsby, A.C. (1990), Construction and Design of Cement Grouting: A Guide to Grouting in Rock Foundations, John Wiley & Sons, New York, NY, pp. 442.
ISRM (1981), Rock Characterization, Testing and Monitoring: ISRM Suggested Methods, Pergamon Press, Oxford, pp. 211.
Jiang, X., Zhu, H., Yan, Z., Zhang, F., Ye, F., Li, P., Zhang, X., Dai, Z., Bai, Y., Huang, B. (2023), “A state-of-art review on development and progress of backfill grouting materials for shield tunneling”, Developments in the Built Environment, Vol. 16, 100250.
10.1016/j.dibe.2023.100250Lombardi, G., Deere, D.U. (1993), “Grouting design and control using the GIN principle”, International Water Power and Dam Construction, Vol. 45, No. 6, pp. 15-22.
MOLIT (2023), Tunnel design standard (KDS 27 00 00) and tunnel construction standard specification (KCS 27 00 00), MOLIT Notice No. 2023-512, Ministry of Land, Infrastructure and Transport.
Nonveiller, E. (1989), Grouting Theory and Practice, Developments in Geotechnical Engineering Vol. 57, Elsevier, Amsterdam, pp. 1-250.
Poiseuille, J.L.M. (1840), “Recherches expérimentales sur le mouvement des liquides dans les tubes de très petits diamètres”, Comptes Rendus de l’Académie des Sciences, Vol. 11, pp. 961-967.
Reynolds, O. (1883), “An experimental investigation of the circumstances which determine whether the motion of water shall be direct or sinuous, and of the law of resistance in parallel channels”, Philosophical Transactions of the Royal Society of London, Vol. 174, pp. 935-982.
10.1098/rstl.1883.0029- Publisher :Korean Tunneling and Underground Space Association
- Publisher(Ko) :한국터널지하공간학회
- Journal Title :Journal of Korean Tunnelling and Underground Space Association
- Journal Title(Ko) :한국터널지하공간학회 논문집
- Volume : 28
- No :2
- Pages :107-125
- Received Date : 2026-03-04
- Revised Date : 2026-03-12
- Accepted Date : 2026-03-13
- DOI :https://doi.org/10.9711/KTAJ.2026.28.2.107


Journal of Korean Tunnelling and Underground Space Association







