1 |
Tomlinson, M.J.(1971), 'Some Effects of Pile Driving on Skin Friction', Proceedings of Conference on Behaviour of Piles, ICE, London, pp.107-144
|
2 |
Whitaker T. and Cooke R.W., (1966), 'Large Board Piles' Proceedings of the Symposium organized by the Institution of Civil Engineers and the Reinforced Concrete Association at the Institution of Civil Engineers, London, February, pp.6-49
|
3 |
Das, B.M., and Seeley, G.R. (1982), 'Uplift Capacity of Pipe Piles in Saturated Clay', Soils and Foundations, The Japanese Society and Foundation Division, ASCE Vol.89, No.SM3, pp.63-94
|
4 |
Vijayvergiya, V.A. and Focht Jr., J.A. (1972), 'A New Way to Predict Capacity of Piles in Clay', Proceedings, 4th Offshore Technology Conference, Houston, Texas, 2, pp.856-874
|
5 |
Chattopadhyay, B. C. and Pise, P. J., (1986) 'Uplift Capacity of Piles in Sand', Journal of Geotechnical Engineering, ASCE, Vol.112, No.9, pp.888-904
|
6 |
Meyerhof G.G. and Adams, J.I. (1968), 'The Ultimate Uplift Capacity of Foundation', Canadian Geotechnical. Journal., Vol.5, No.4, pp.225-244
DOI
|
7 |
이재동 (2001), '현장모형시험을 통한 화강풍화토 지반에서의 매입말뚝의 인발저항력' 충북대학교 박사학위논문
|
8 |
Burland, J.B. (1973) 'Shaft friction of Piles in Clay-A Simple Fundamental Approach', Ground Engineering, Vol.6, No.3, pp.30-42
|
9 |
신은철, 김종인, 박정준, 이학주, (2001), '점토지반에 타입된 콘크리트 말뚝의 인발저항 및 크리프 거동', 한국지반공학회 학술 발표회논문집, pp.371-378
|