최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기Journal of Korean Tunnelling and Underground Space Association = 한국터널지하공간학회논문집, v.24 no.6, 2022년, pp.465 - 481
이종원 (부산대학교 사회환경시스템공학과) , 김지영 (부산대학교 사회환경시스템공학과) , 원조현 (부산대학교 사회환경시스템공학과) , 오태민 (부산대학교 사회환경시스템공학과)
Rock grouting is important to improve the waterproof efficiency and mechanical strength of rock medium with joint for utilizing the underground rock space such as tunnel. The grouting materials typically has been used the cement materials, which represent Bingham fluid model. This model can express ...
Barton, N. (1978), "Suggested methods for the quantitative description of discontinuities in rock masses", International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Vol. 15, No. 6, pp. 319-368.
Hakansson, U., Hassler, L., Stille, H. (1992), "Rheological properties of microfine cement grouts", Tunnelling and Underground Space Technology, Vol. 7, No. 4, pp. 453-458.
Kim, J., Lee, E.K. (2022), "A fundamental study on the criteria of basic parameters for planning rock grouting", Journal of the Korean Geotechnical Society, Vol. 38, No. 2, pp. 15-27.
Kobayashi, S., Stille, H. (2007), Design for rock grouting based on analysis of grout penetration, Verification using Aspo HRL data and parameter analysis, No. SKB-R--07-13, Swedish Nuclear Fuel and Waste Management Co., pp. 23-34.
Lee, H., Oh, T.M., Park, E.S., Lee, J.W., Kim, H.M. (2017), "Factors affecting waterproof efficiency of grouting in single rock fracture", Geomechanics and Engineering, Vol. 12, No. 5, pp. 771-783.
Liu, X., Hu, C., Liu, Q., He, J. (2021), "Grout penetration process simulation and grouting parameters analysis in fractured rock mass using numerical manifold method", Engineering Analysis with Boundary Elements, Vol. 123, pp. 93-106.
Liu, Y.H., Yang, P., Ku, T., Gao, S.W. (2020), "Effect of different nanoparticles on the grouting performance of cement-based grouts in dynamic water condition", Construction and Building Materials, Vol. 248, No. 118663, pp. 1-9.
Meng, F., Wong, L.N.Y., Zhou, H., Yu, J., Cheng, G. (2019), "Shear rate effects on the post-peak shear behaviour and acoustic emission characteristics of artificially split granite joints", Rock Mechanics and Rock Engineering, Vol. 52, No. 7, pp. 2155-2174.
Ministry of Land, Infrastructure and Transport (2020), Yearbook of road bridge and tunnel statistics, pp. 13-16.
Mohammed, M.H., Pusch, R., Knutsson, S. (2015), "Study of cement-grout penetration into fractures under static and oscillatory conditions", Tunnelling and Underground Space Technology, Vol. 45, pp. 10-19.
Mu, W., Wang, D., Li, L., Yang, T., Feng, Q., Wang, S., Xiao, F. (2021), "Cement flow in interaction rock fractures and its corresponding new construction process in slope engineering", Construction and Building Materials, Vol. 303, No. 11.
Nguyen, V.H., Remond, S., Gallias, J.L. (2011), "Influence of cement grouts composition on the rheological behaviour", Cement and Concrete Research, Vol. 41, No. 3, pp. 292-300.
Pantazopoulos, I.A., Markou, I.N., Christodoulou, D.N., Droudakis, A.I., Atmatzidis, D.K., Antiohos, S.K., Chaniotakis, E. (2012), "Development of microfine cement grouts by pulverizing ordinary cements", Cement and Concrete Composites, Vol. 34, No. 5, pp. 593-603.
Panthi, K.K., Nilsen, B. (2005), "Significance of grouting for controlling leakage in water tunnels: A case from Nepal", Proceedings of the ITA-AITES 2005 World Tunnelling Congress and 31st ITA General Assembly, Istanbul, Turkey, pp. 931-937.
Rafi, J.Y., Stille, H. (2014), "Control of rock jacking considering spread of grout and grouting pressure", Tunnelling and Underground Space Technology, Vol. 40, pp. 1-15.
Saeidi, O., Ramezanzadeh, A., Sereshki, F., Jalali, S.M.E. (2013), "Numerical modeling of the effects of joint hydraulic aperture, orientation and spacing on rock grouting using UDEC: A case study of Bakhtiary dam of Iran", Journal of Mining and Environment, Vol. 4, No. 1, pp. 15-26.
Stille, B., Gustafson, G. (2010), "A review of the Namntall tunnel project with regard to grouting performance", Tunnelling and Underground Space Technology, Vol. 25, No. 4, pp. 346-356.
Struble, L.J., Lei, W.G. (1995), "Rheological changes associated with setting of cement paste", Advanced Cement Based Materials, Vol. 2, No. 6, pp. 224-230.
You, K.H., Jie, H.K., Seo, K.W., Kim, S.J., You, D.W. (2012), "A study on the correlation between the rock mass permeability before and after grouting & injection volume and the parameters of Q system in a jointed rock mass tunnel", Journal of Korean Tunnelling and Underground Space Association, Vol. 14, No. 6, pp. 617-635.
Zareidarmiyan, A., Salarirad, H., Vilarrasa, V., Kim, K.I., Lee, J., Min, K.B. (2020), "Comparison of numerical codes for coupled thermo-hydro-mechanical simulations of fractured media", Journal of Rock Mechanics and Geotechnical Engineering, Vol. 12, No. 4, pp. 850-865.
*원문 PDF 파일 및 링크정보가 존재하지 않을 경우 KISTI DDS 시스템에서 제공하는 원문복사서비스를 사용할 수 있습니다.
오픈액세스 학술지에 출판된 논문
※ AI-Helper는 부적절한 답변을 할 수 있습니다.