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NTIS 바로가기한국지반환경공학회논문집 = Journal of the Korean Geoenvironmental Society, v.24 no.4, 2023년, pp.13 - 22
장성민 (Dept. of Railroad Construction and Safety Engineering, Dongyang University) , 정혁상 (Dept. of Railroad Construction and Safety Engineering, Dongyang University)
In this paper, through experimental research, the period when rock bolts exert support effects is presented as grout strength and through numerical analysis, the rock bolt pull-out behavior according to ground conditions and strength reduction factors is analyzed. As a result, it is determined that ...
국토교통부 (2014), 터널표준시방서, pp. 37~41.?
국토교통부 (2016), 도로교 설계기준, pp. 184~190.?
통계청 (2020), 도로 교량 및 터널 현황조서, pp. 19~24.?
日本?土交通省 (2016), 土木工事施工管理基準, pp. 171~191?(In Japanese).?
ASTM (2014), Standard Test Method for Rock Bolt Anchor?Pull Test, ASTM D4435, pp. 1~6.?
Chang, S. H., Choi, S. W. and Bae, G. J. (2009), A numerical?study on the behaviors of a fully grouted rockbolt by considering?its grout strength, Korean Aociety of Civil Engineers, Vol. 10,?pp. 3700~3703 (In Korean).?
Hyett, A. J., Bawden, W. F. and Reichert, R. D. (1992), The?effect of rock mass confinement on the bond strength of fully?grouted cable bolts, International Journal of Rock Mechanics?and Mining Sciences & Geomechanics Abstracts, Vol. 29, Issue?5, pp. 503~524.?
Itoh, J., Park, H. G., Kim, D. W. and Kim, J. K. (2003), Study on?rock reinforcement process and the effect of produced strength?right after rockbolt installation, Tunnelling Technology, Vol. 5,?No 2, pp. 189~198 (In Korean).?
Ivan, P. D., Sebastia, O., Richard J. B., Antonio, L. and Alejandro,?J. (2019), Modeling soil-facing interface interaction with continuum?element methodology, Frontiers in Built Environment, Vol. 8,?pp. 1~21.?
Jang, S. J. (2005), A study on the problem and improvement?plan of pull test method and test result judgment on rock bolts?usage for tunnel construction, The Korea Institute For Structural?Maintenance and Inspection, Vol. 9, No 4, pp. 135~140 (In?Korean).?
Jeong, H. S., Yang, H. S. and Kim, B. H. (2004), A study on?the validity of 2-dimensional analysis of rock bolt, Tunn Undergr?Space, Vol. 14, No. 6, pp. 423~428 (In Korean).?
Kim, C. (2012), Pullout Resistance of the Mixed Type Rock Bolt?with Self Expanding End, Master's Thesis, Hanyang University,?pp. 1~19.?
Korea National Railway (2012), KR C-12030, pp. 15~20 (In?Korean).?
Korea National Railway (2020), KR C-12030, pp. 55~68 (In?Korean).?
Ministry of Land, Infrastructure and Transport (2016), A Study?on the Amendment of the Tunnel Design Standard, pp. 43~70?(In Korean).?
Ministry of Land, Infrastructure and Transport (2016), KCS 27?30 00, pp. 3~28 (In Korean).?
Mun, T. C. (2009), Characterize of physical properties according?to compound condition of grout mortar, Master's Thesis, Chosun?University, pp. 15~52.?
Norwegian Tunnelling Society (2012), Constracts in Norwegian?Tunnelling, Publication No. 21, pp. 25~29 (In Norwegian).?
Stacho, J. and Sulovska, M. (2021), Impact of shear strength?reduction of the soil - geogrid interface to the stability of an?embankment, International Society for Soil Mechanics and?Geotechnical Engineering, Vol. 6, pp. 1~7.?
You, S. K., Shin, H. S., Lee, K. W., Park, J. J., Choi, C. L.?and Hong, g. w. (2019), A study on strength reduction factor?of pile-soil interface for evaluation of pile pullout resistance?by soil condition, Korean Geosynthetics Society, Vol. 18, No.?2, pp. 45~54 (In Korean).?
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