1 |
M. Y. Son, J. S. Lim, "Laterally Loaded Bearing Capacity of Concrete Poles in Clay Soils," Journal of Korean Society of Civil Engineers, Vol. 25, No. 4C, pp. 303-311, 2005
|
2 |
K. Y. Yoon, Y. J. Kang, S. H. Lee, J. S. Park, Development of foundation reinforcing technique and supplementation installation for increasing the safety factor about upset of concrete pole, Ministry of Commerce, Industry and Energy, 2007.
|
3 |
Korean Electricity Association, Code for Electric Power, 2005.
|
4 |
D. G. Shin, K. Y. Yoon, S. H. Lee and G. S. Yi, "Analytical Study on resisting moment of concrete pole installed in sloped ground," Journal of the Korea Academia-Industrial cooperation Society, Vol. 8, No. 4, pp. 842-847, 2007.
과학기술학회마을
|
5 |
Ensoft, L-Pile Plus13.8, 2005.
|
6 |
Japan Electricity Association, Code for Electric Technology -chapter for supply of electric power, 1992.
|
7 |
Korean electric power corporation, A study on safety of foundations of concrete pole considering soil conditions, Dept. of supply of electric power, 2004
|
8 |
Korean electric power corporation, Manual of supply of electric power, 2000
|
9 |
Lyman C. Reese, William M. Isenhower, and Shin-Tower Wang, Analysis and Design of Shollow and Deep Foundations, WILEY, 2005.
|