1.楊尚恆 (2001),「砂土層中土釘拉出之實驗研究」,碩士論文,私立淡江大學土木工程研究所,台北。2.莊晉誠 (2003),「土釘拉拔強度影響因素之探討與驗證」,碩士論文,私立中華大學土木工程研究所,新竹。3.陳威志 (2004),「模型土釘在砂土中之拉出阻抗」,碩士論文,私立淡江大學土木工程研究所,台北。4.紀柏全 (2005),「粗糙因子對單釘及雙釘拉出行為之探討」,碩士論文,私立淡江大學土木工程研究所,台北。5.蕭絢嶸 (2005),「孔穴擴張理論應用於土釘之拉出行為研究」,碩士論文,私立淡江大學土木工程研究所,台北。6.朱志峯 (2006),「土釘拉出行為的實驗與理論探討」,碩士論文,私立淡江大學土木工程研究所,臺北。7.Bishop, R. F., Hill, R. and Mott, N. F. (1945), “ Theory of indentation and hardness tests,” the Proceedings of the Physical Society, London, England, Vol.57, Part.3, No.321, pp.147-159.
8.Bolton, M. D. (1986), “The strength and dilatancy of sands,” Geotechnique, Vol.36, No.1, pp.65-78.
9.Huang, C. C. (2010), "Geosynthetic-reinforced slope model test - comparisons of dynamic and pseudo static behavior," Sino-Geotechnics, No.125, pp.57-64.
10.Kandaurov, I. I. (1991), “Mechanics of granular media and its application in civil engineering,” Balkema.
11.Luo, S. Q., Tan, S. A. and Yong, K. Y. (2000), “Pullout resistance mechanism of a soil nail reinforcement in dilative soil,” Soils and Foundations, Vol.40, No.1, pp.47-56.
12.Luo, S. Q. (2001), “Soil nail behavior in cohesionless soil,” PhD thesis, National University of Singapore.
13.Nadia, A. (1931), “Plasticity,” McGraw-Hill, New York, pp.182-200.
14.Raju, G. V. R. (1996), “Behavior of nailed soil retaining structures,” Ph.D. Thesis, Nanyang Technological University, Singapore.
15.Taylor, D. W. (1948), ”Fundamentals of soil mechanics,” John Wiley and Sons, Inc.
16.Wehr, W. (2003), ”Stabilisation of retaining walls with non-grouted soil nails,” Ground Improvement, No.4, pp.173-176.