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NTIS 바로가기한국지반환경공학회논문집 = Journal of the Korean Geoenvironmental Society, v.22 no.5, 2021년, pp.5 - 12
김태현 (Korea Engineering Consultants Corp. (KECC)) , 안광국 (School of Civil Engineering, Chungbuk National University) , 안성율 (SY-tech Consultant co. ltd.)
Micropile refers to a small-diameter cast-in-place pile of less than 300 mm. In general, even though it is a small-diameter pile, it is known that the resistance of the pile to the vertical force is large, while the resistance to the lateral load is insufficient. Among several micropile methods, a t...
AASHTO (2002), Standard Specifications for Highway Bridge, Association of State Highway and Transportation Officials Publication, Washington, D.C. ISBN:156051-171-0.
Abdollahi, K. and Mortezaei, A. (2015), A new expression for determining the bending stiffness of circular micropile groups, Journal of Soil Dynamics and Earthquake Engineering, Soil Dynamics and Earthquake Engineering, Vol. 77, pp. 58~70.
Ali, G., Hadi, H., Elias, G. and Jurgis, M. (2014), Comprehensive three dimensional finite element analysis, parametric study and sensitivity analysis on the seismic performance of soil-micropilesuperstructure interaction, Journal of Soil Dynamics and Earthquake Engineering, vol.58, pp.21-36.
FHWA (2005), Micropile Design and Construction, Unit States epartment of Transportation, No.FHWA NHI-05-039, December, pp. 7-1~7-28.
Hussain, Z., Sharma, B. and Rahman, T. (2019), Micropile group behaviour subjected to lateral loading, Innovative Infrastructure Solutions, Vol. 4(1), https://doi.org/ 10.1007/s41062-019-0206-3 (In Korean).
Hwang, T. H., Kim, M. Y. and Lee, Y. S. (2020), Variation of lateral bearing capacity of 2-row micropile with installation conditions by model test, Journal of the Korean Geotechnical Society, Korean Geotechnical Society, Vol. 36, No. 11, pp. 25~49 (In Korean).
Kim, S. B., Son, S. W. and Kim, J. M. (2020), Horizontal behavior characteristics of umbrella-type micropile applied in sandy soil subjected to seismic motion, Journal of the Korean Geo-Environmental Society, Korean Geo - Environmental Society, Vol. 21, No. 7, pp. 5~16 ( In Korean).
Kim, T. H. (2021), Behavioral analysis of triaxial micropile through field loading test and 3D-numerical analysis, Journal of the Korean Geo Environmental Society, Korean Geo Environmental Society, Vol. 22, No. 2, pp. 15~22 (In Korean).
MIDAS (2010) Manuals of MIDAS GTS: Application Method and Input Material Properties of Interface Element. MIDAS IT, Korea.
Park, S. W., Jung, D. J., Kwak, K. S. and Lee, J. H. (2007), Evaluation of normalized behavior of bridge foundation reinforced by micropile, Journal of the Korean Geotechnical Society, Vol. 23, No. 5, pp. 5~14 (In Korean).
Shahrour, I., Alsaleh, H. and Souli, M. (2012), 3D elastoplastic analysis of the seismic performance of inclined micropiles, Journal of Computers and Geotechnics, Vol. 39, pp. 1~7.
Shin, J. H. (2015), Geomechanics & Engineering-analysis and design, CIR, Korea, pp. 573~608 (In Korean).
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