Baek, S.H., Han, J.T., Kim, S.J., and Kim, J.Y. (2023), “Evaluation of the Effect of Waveform Micropiles on Reinforcement of Foundation Structures Through Field Load Tests”, J. of the Korean Geotechnical Society, Vol.39, No.3, pp.29-40.
Elsawwaf, A., Nazir, A., and Azzam, W. (2022), “The Effect of Combined Loading on the behavior of Micropiled Rafts Installed with Inclined Condition”, Environmental Science and Pollution Research, Vol.29, pp.81321-81336.
10.1007/s11356-022-21327-235732884PMC9605932FHWA (2005), Micropile Design and Construction, U.S. Department of Transportation, FHWA NHI-05-039, December, pp.7-1~7-28.
Hwang, T.H., Kim, M.Y., and Lee, Y.S. (2020), “Variations of Lateral Bearing Capacity of 2-row Micropile with Installation Conditions by Model Test”, J. of The Korean Geotechnical Society, Vol.36, No.11, pp.35-49.
Hwang, T.H., Cho, J.M., and Lee, Y.S. (2022), “Calculation Method for Settlement of Micropile Installed in Rock Layers through Field Tests”, Geomechanics and Engineering, Vol.31, No.2, pp.197-208.
10.12989/GAE.2022.31.2.197Hwang, T.H. Kim, K.H., and Shin, J.H. (2023), “Experimental and Numerical Study on Lateral Resistance of Micropile in Sand”, J. of Civil Engineering, Vol.27, No.9, pp.3740-3752.
10.1007/s12205-023-0977-0Jang, C.H., Kim, M.Y., and Hwang, T.H. (2024), “Reinforcing Effect of Micropiles According to the Cohesive Characteristics of the Soil Layer Beneath Foundations”, J. of The Korean Geotechnical Society, Vol.40, No.2, pp.41-53.
Japan Road Association (1980), Standard Specification for Highway Bridges of japan-IV: Lower structure, Japan Road Association, Japan.
Japan Society of Civil Engineers (1990), Standard Specification and Ground Anchor Design, JSCE, pp.185-215 (in Japanese).
Kim, Y.Y. and Ahn. K.K. (2025), “Analysis of Acceleration Response for Micropile-Reinforced Sandy Slope”, J. of the Korean Geo-Environmental Society, Vol.26, No.8, pp.13-20.
Kim, T.H., Ahn K.K., and An, S.Y. (2021), “Behavioral Analysis of Triaxial Micropile (TMP) through Field Loading Test and 3D-numerical Analysis”, J. of the Korean Geo-Environmental Society, Vol.22, No.4, pp.15-23.
Kyung, D.H., Lee, J.J., Paik, K.H., Kim, D.H., and Kim, D.H. (2012), “The Behavior and Resistance of Connected-pile Foundations for Transmission Tower from In-situ Lateral Load Tests”, J. of The Korean Geotechnical Society, Vol.28, No.2, pp.57-70.
10.7843/kgs.2012.28.2.57MIDAS (2010), Manuals of MIDAS GTS: Application Method and Input Material Properties of Interface Element, MIDAS IT, Korea.
Ministry of Construction and Transportation (2001), Standard Specification for Highway Bridges, Korea, pp.299-307.
Mondal, S. and Disfani, M.M. (2024), “Lateral Load-carrying Mechanism of Driven Battered Minipiles”, Acta Geotechnica, Vol.19, No.9, pp.6407-6425.
10.1007/s11440-024-02250-xNAVFAC (1982), SOIL MECHANICS:Design Manual-7.1, Department of the Naval Facilities Engineering Command, p.7.1-220.
Oh, J.B., Hwang, T.H., Huh, I.G., Shin, J.H., and Kwon, O.Y. (2015), “Horizontal Bearing Characteristics of Micropiles with the Length Ratio and Installation Angle of Pile”, J. of The Korean Geotechnical Society, Vol.31, No.6, pp.5-13.
10.7843/kgs.2015.31.6.5Park, S.W., Jung, D.J., Kwak, K.S., and Lee, J.H. (2007), “Evaluation of Normalized Behaviors of Bridge Foundation Reinforced by Micropile”, J. of The Korean Geotechnical Society, Vol.23, No.5, pp.5-14.
10.7843/kgs.2015.31.5.5Pratap, U., Choudhary, A.K., and Sinha, A.K. (2020), “Lateral Load Carrying Capacity of Vertical Micropiles”, Proceedings of Indian Geotechnical Conference 2020, Andhra University, Visakhapatnam. https://igs.org.in/storage/proceedings-uploads/TH-03-32-150523120755.pdf.
- Publisher :The Korean Geotechnical Society
- Publisher(Ko) :한국지반공학회
- Journal Title :Journal of the Korean Geotechnical Society
- Journal Title(Ko) :한국지반공학회 논문집
- Volume : 41
- No :6
- Pages :53-65
- Received Date : 2025-10-13
- Revised Date : 2025-11-17
- Accepted Date : 2025-11-17
- DOI :https://doi.org/10.7843/kgs.2025.41.6.53
Journal of the Korean Geotechnical Society
