1. ALA (2005) Guidelines for the design of buried steel pipe. American Lifelines Alliance, a partnership between FEMA and ASCE, 68-72. https://www.americanlifelinesalliance.com/pdf/Update061305.pdf
2. ASCE Committee (2014) Soil parameters for assessing axial and transverse behaviour of restrained pipelines—Part 2: Transverse behavior. Pipelines 2014: From Underground to the Forefront of Innovation and Sustainability, ASCE, Portland, 1849–1863. https://ascelibrary.org/doi/abs/10.1061/9780784413692.167?src=recsys
3. Burnett AJ (2015) Investigation of full scale horizontal pipe–soil interaction and large strain behaviour of sand. MSc. thesis, Queen’s University Kingston, Ontario, Canada. http://hdl.handle.net/1974/12722
4. Chaloulos YK, Bouckovalas GD, Zervos SD, Zampas AL (2015) Lateral soil-pipeline interaction in sand backfill: effect of trench dimensions. Comput Geotech 69:442–451. https://doi.org/10.1016/j.compgeo.2015.05.014
5. Das BM, Seeley GR (1975) Uplift capacity of buried model piles in sand. 101(GT10), 91–94. https://trid.trb.org/view/35387