American Lifeline Alliance (ALA) (2001). Guidelines for the design of Buried steel pipe. American Society of Civil Engineering (ASCE).
Castiglia, M., de Magistris, F. S., Onori, F., & Koseki, J. (2021). Response of buried pipelines to repeated shaking in liquefiable soils through model tests. Soil Dynamics and Earthquake Engineering, 143, 106629.
Ecemis, N., Valizadeh, H., & Karaman, M. (2021). Sand-granulated rubber mixture to prevent liquefaction-induced uplift of buried pipes: a shaking table study. Bulletin of Earthquake Engineering, 19, 2817-2838.
Hamada, M., Isoyama, R., & Wakamatsu, K. (1996). Liquefaction-induced ground displacement and its related damage to lifeline facilities. Soils and Foundations, 36(Special), 81–97.
Iai, S. (1989). Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field. Soils and Foundations, 29(1), 105-118.
Ko, Y. Y., Tsai, T. Y., & Jheng, K. Y. (2023). Full-scale shaking table tests on soil liquefaction-induced uplift of buried pipelines for buildings. Earthquake Engineering & Structural Dynamics, 52(5), 1486-1510
Lim, Y. M., Kim, M. K., Kim, T. W., & Jang, J. W. (2001). The behavior analysis of buried pipeline: Considering longitudinal permanent ground deformation. In Pipelines 2001: Advances in Pipelines Engineering and Construction (pp. 1-11).
Nourzadeh, D. D., Mortazavi, P., Ghalandarzadeh, A., Takada, S., & Ahmadi, M. (2019). Performance assessment of the Greater Tehran Area buried gas distribution pipeline network under liquefaction. Soil Dynamics and Earthquake Engineering, 124, 16-34.
O'Rourke, T. D., & Lane, P. A. (1989). Liquefaction hazards and their effects on buried pipelines.
Otsubo, M., Towhata, I., Hayashida, T., Shimura, M., Uchimura, T., Liu, B., ... & Rattez, H. (2016). Shaking table tests on mitigation of liquefaction vulnerability for existing embedded lifelines. Soils and Foundations, 56(3), 348-364.
Papadimitriou, A. G., Bouckovalas, G. D., Nyman, D. J., & Valsamis, A. I. (2019). Analysis of buried steel pipelines at watercourse crossings under liquefaction-induced lateral spreading. Soil Dynamics and Earthquake Engineering, 126, 105772.
Qiao, L., Yuan, C., Miyajima, M., & Zhai, E. (2008). Shake-table testing and FLAC modeling of liquefaction-induced slope failure and damage to buried pipelines. In Geotechnical Earthquake Engineering and Soil Dynamics IV (pp. 1-10).
Sun, H., Miyajima, M., & Qiao, L. (2009). Buried Pipeline Damage Caused by Soil Liquefaction under the Slope. 日本海域研究, 40, 59-64.