1. 1) 鉄道総合技術研究所 編: 鉄道構造物等設計標準・同解説 軌道構造，11 章 ロングレール，丸善出版，2012. [RTRI ed.: Design standards for railway structures and commentary (Track structures), Chap.11, Maruzen, 2012.]
2. 2) 阿部和久，水野雄太，紅露一寛: 通り変位波形におけるバラツキが軌道座屈強度の確率特性に及ぼす影響，鉄道工学シンポジウム論文集，No.24, pp. 167-174, 2020. [Abe, K., Mizuno, Y. and Koro, K.: Influence of stochasticity in lateral rail deflection on probabilistic nature of track buckling temperature, Journal of Railway Engineering, JSCE, No.24, pp. 167-174, 2020.]
3. 3) 岩井翔，阿部和久，紅露一寛: 通り変位と道床横抵抗力のバラツキを考慮した軌道座屈余裕度の確率的評価，鉄道工学シンポジウム論文集，第 25 号，pp. 69-76, 2021. [Iwai, S., Abe, K. and Koro, K.: Stochastic influence of geometrical and mechanical variations in track structure on its buckling safety, Journal of Railway Engineering, JSCE, No.25, pp. 69-76, 2021.]
4. 4) Kish, A. and Samavedam, G.: Risk analysis based CWR track buckling safety evaluation, The Int. Conf. on Innovations in the Design & Assessment of Railway, Delft. The Netherlands, National Technical Information Service, 1999.
5. 5) U.S. Department of Transportation: Track buckling prevention: theory, safety, concepts, and applications, Chap.4, National Technical Information Service, 2013.