1 강윤석, "흙의 종류에 따른 모형토조를 이용한 나무말뚝의 인발저항력 비교분석" 농업생명과학연구원 48 (48): 173-182, 2014
2 윤성욱, "온실 기초용 나무말뚝의 인발저항력 검토" (사) 한국생물환경조절학회 24 (24): 123-127, 2015
3 Das, B. M, "Uplift Capacity of Pipe Piles in Saturated Clay" 89 : 63-94, 1982
4 Timber Piling Council, "Timber pile design and construction manual"
5 Burland, J. B, "Shaft Friction on Piles in Clay - A Simple Fundamental Approach" 6 (6): 30-42, 1973
6 O'Neill, M. W, "Load Transfer for Pipe Piles in Highly Pressured Dense Sand" 117 (117): 1208-1226, 1991
7 Felenius, B. H, "Foundation Engineering Handbook" Van Nostrand Reinhold Publisher 511-536, 1991
8 Korea Forest Service, "Forest&Forestry Technique"
9 Kulhawy, F. H, "First order estimation of K0 in sands and clays, Foundation Engineering:Current Principles and Practices" 1 : 121-134, 1989
10 Shin, E. C, "Effect of Slenderness Ratio and Pullout Rate on Uplift Adhesio Factor of Concrete Pile Driven in Clay" 8 (8): 367-371, 2002
1 강윤석, "흙의 종류에 따른 모형토조를 이용한 나무말뚝의 인발저항력 비교분석" 농업생명과학연구원 48 (48): 173-182, 2014
2 윤성욱, "온실 기초용 나무말뚝의 인발저항력 검토" (사) 한국생물환경조절학회 24 (24): 123-127, 2015
3 Das, B. M, "Uplift Capacity of Pipe Piles in Saturated Clay" 89 : 63-94, 1982
4 Timber Piling Council, "Timber pile design and construction manual"
5 Burland, J. B, "Shaft Friction on Piles in Clay - A Simple Fundamental Approach" 6 (6): 30-42, 1973
6 O'Neill, M. W, "Load Transfer for Pipe Piles in Highly Pressured Dense Sand" 117 (117): 1208-1226, 1991
7 Felenius, B. H, "Foundation Engineering Handbook" Van Nostrand Reinhold Publisher 511-536, 1991
8 Korea Forest Service, "Forest&Forestry Technique"
9 Kulhawy, F. H, "First order estimation of K0 in sands and clays, Foundation Engineering:Current Principles and Practices" 1 : 121-134, 1989
10 Shin, E. C, "Effect of Slenderness Ratio and Pullout Rate on Uplift Adhesio Factor of Concrete Pile Driven in Clay" 8 (8): 367-371, 2002
11 Meyerhof, G. G, "Bearing Capacity and Settlement of Pile Foundations" 102 (102): 195-228, 1976
12 Yoon, Y. C, "A Study on the Uplift Capacity of Cylindrical Concrete Foundations for Pipe-Framed Greenhouse" 40 (40): 109-119, 1998