Behavior of laterally-loaded pile
• Deformation responses of monopole and pile groups under static lateral load • Effect of scour on the monopole’s stability • Risk of geotechnical parameter’s uncertainty for pile stability analysis • Deformation responses of monopole and pile groups under cyclic lateral load • Degradation stiffness model (SDM) development • Determination of empirical parameters of SDM • Response of pile during earthquake • Dynamic stiffness of monopole foundation • Response of pile in liquefiable soil
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Thesis and Dissertation
• Chi-Sheng, Lin (2020), “Research on the behavior of cohesionless soil subjected to cyclic load under drained and undrained conditions,”
Ph.D. Dissertation, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Wei-Chen, Tseng (2019), “Effect of scour on the dynamic response of offshore wind turbine with monopile foundation,” Ph.D. Dissertation, Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan.
• Tai-Wei, Lu (2019), “Resilient response of cohesionless soil under cyclic loading,” M.S. Thesis, Department of Hydraulic and Ocean
Engineering, National Cheng Kung University, Tainan, Taiwan.
• Yu-Jui, Huang (2019), “Stability analysis of monopile foundation under lateral load,” M.S. Thesis, Department of Hydraulic and Ocean
Engineering, National Cheng Kung University, Tainan, Taiwan.
• Po-Yen, Lin (2015), “Seismic response of monopile foundation for offshore wind turbine,” M.S. Thesis, Department of Hydraulic and
Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Heng-Chu, Peng (2015), “Pore pressure distribution around monopile foundation under lateral loads,” M.S. Thesis, Department of Hydraulic
and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Wei-Hong, Liao (2014), “Deformation responses and stress distribution of mono-tower structure for offshore wind turbine subjected to
horizontal loads,” M.S. Thesis, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Kuan-Ting, Wu (2014), “Study on behavior of the pile group subjected to lateral loading in cohesionless soil,” M.S. Thesis, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Kuan-Ting, Chen (2013), “Effects of soil relative density on scouring of seabed due to ocean wave,” M.S. Thesis, Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
• Weng-Chong, Lin (2013), “Deformation responses of group pile foundation for offshore wind turbine under lateral load,” M.S. Thesis,
Department of Hydraulic and Ocean Engineering, National Cheng Kung University, Tainan, Taiwan.
Research project
• Kuo, Y.-S. (2017). Parameters study and application of stiffness degradation mothed, Ministry of Science and Technology.
• Kuo, Y.-S. (2014). Behavior of monopile foundation under lateral loads, CECI Engineering Consultants, Inc.
Journal paper and conference paper
• Tseng W-C, Kuo Y.-S.*, and Chen J-W. (2017). “An investigation into the effect of scour on the loading and deformation responses of
monopile foundations.” Energie, 10(8), 1190.
• Kuo, Y.-S., Achmus, M.,* and Abdel-Rahman, K. (2012). “On the minimum embedded length of cyclic horizontally loaded monopiles,”
Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.138, No.3, pp.357-363.
• Lin, W.-C., Huang, T.-Y., Tseng, W.-C., Kuo, Y.-S., Ho, Y.-L., and Tsai, B. (2012). “Revision and application of the p-y curves to monopile foundations in cohesionless soil,”The 6th Chinese-German Joint Symposium, Keelung, Taiwan, pp.589-596.
• Su, F.-C., Chung, C.-Y., Chiu, S.-Y., Wu, M.-J., and Kuo, Y.-S. (2012). “Application of Lagrange’s equation of motion to estimate natural frequencies of monopile foundations,”The 6th Chinese-German Joint Symposium, Keelung, Taiwan, pp.671-679.
• Chen, J.-W., Kuo, Y-S., and Tseng, W.-C. (2011). “The required embedded length of monopole foundation with respect to scour,”
International offshore and polar engineering conference, ISOPE 2011, Hawaii, USA, Vol. 2, pp.654-659. (EI)
• Kuo, Y.-S.*, Achmus, M., and Abdel-Rahman, K (2010). “Investigation on the Requirements Regarding the Minimum Embedded Length of Monopiles,” Geotechnical Special Publications, ASCE, No. 205, pp. 315-324.
• Achmus, M., Kuo, Y.-S., and Abdel-Rahman, K. (2010). “ Numerical investigation of scour effect on lateral resistance of piles,”
International offshore and polar engineering conference, ISOPE 2010, Beijing, China, Vol. 2, pp.619-623. (EI)
• Kuo, Y.-S.*, Achmus, M., and Abdel-Rahman, K. (2009). “Application of cyclic triaxial test results on estimation of lateral deformation of monopiles foundations,” Chinese Journal of Geotechnical Engineering, Vol. 31, No.11, pp. 1729-1734.
• Achmus, M.*, Kuo, Y.-S., and Abdel-Rahman, K. (2009). “Behavior of monopile foundations under cyclic lateral load,” Computers and
Geotechnics, Vol.36, No.5, pp.725-735.
• Achmus, M.*, Kuo, Y.-S., and Abdel-Rahman, K. (2008). “On the design of monopiles with respect to cyclic loads,” Bauingenieur, Vol. 83,
No. 8, pp. 303-311. (in German)
• Kuo, Y-S., Achmus, M., and Kao, C-S. (2008). “Practical design considerations of monopile foundations with respect to scour,” Global
Wind Power 2008, Peking pp.104.
• Achmus, M., Abdel-Rahman, K., and Kuo, Y-S. (2008). “Design of Monopile Foundations for Offshore Wind Energy Plants,” 11th Baltic Geotechnical conference-Geotechnics in maritime engineering, Gdansk, Poland, Vol. 1, pp.463-470.
• Kuo, Y.-S. and Achmus, M. (2008). “A numerical model to simulate the performance of foundation elements under cyclic loading,”
Proceeding of the BGA International Conference on Foundations, Dundee, Scotland, Vol. 2, pp.1247-1258.
• Achmus, M., Abdel-Rahman, K., and Kuo, Y-S. (2007). “Behavior of large diameter monopiles under cyclic horizontal loading,”
International Colloquium on Structural and Geotechnical Engineering (ICSGE), Cairo, Egypt, pp 860-870.
• Achmus, M., Abdel-Rahman, K., and Kuo, Y-S. (2007). “Numerical Modeling of Large Diameter Steel Piles under Monotonic and Cyclic Horizontal Loading,” International Symposium on Numerical Models in Geomechanics (NUMOG X), Rhodes, Greece, pp.453-459. (EI)
• Kuo, Y.-S. (2007). “Numerical Modeling of Monopile Foundations under Cyclic Horizontal Loading,” 2. nationalen PhD-Seminar der
EAWE (Deutsche Sektion), Hannover, Germany, pp.17-18.
• Achmus, M., Abdel-Rahman, K., Kuo, Y.-S., and Peralta, P. (2007). “Untersuchungen zum Tragverhalten von Monopilegründungen unter zyklischer Belastung,” Pfahlsymposium 2007, Braunschweig, pp. 95-115. (in German)
• Achmus, M., Abdel-Rahman, K., and Kuo, Y.-S. (2007). "Zur Bemessung von Pfahlen für Offshore-Windenergieanlagen unter statischen
und zyklischen Lasten," Gigawind Symposium 2007, Hannover. (in German)