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References

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Allen TM, Bathurst RJ, 2001, Application of the K0-Stiffness method to reinforced soil wall limits states design. Washington State Department of Transportation, Report number WA-RD 528.1.

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British Standards Institution, 2016. British Standard 8006-1+A1:2016: Code of practice for strengthened/reinforced soils and other fills (BS 8006).

Caltrans, 2011, Trenching and Shoring Manual, Revision No. 01. California Department of Transportation.

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European Commission, 2004. EN1997-1:2004 : Eurocode 7 - Geotechnical design.

FHWA, 2006, NHI Course No. 132012: Soils and Foundations, Reference Manual - Volume II, Publication No FHWA NHI-06-089, US Department of Transportation - Federal Highway Administration.

FHWA, 2023, Design and Construction of Mechanically Stabilized Earth: FHWA GEC 011, US Department of Transportation - Federal Highway Administration.

Javankhoshdel, S., Sy, L.J., Ma, T., Cami, B., Yacoub, T. Limit equilibrium analysis of gabion walls. GeoCalgary 2022. Geoengineer (2022).

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Kramer, 1996, Geotechnical Earthquake Engineering. Prentice Hall: Upper Saddle River, NJ.

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Leshchinsky, D., Kang, B., Han, J., Ling, H., Framework for Limit State Design of Geosynthetic-Reinforced Walls and Slopes, Transportation Infrastructure Geotechnology, March 2014, pp 129-164.

Leshchinsky, D., Leshchinsky, B., Leshchinsky, O., Limit state design framework for geosynthetic-reinforced soil structures, Geotextiles and Geomembrances, August 2017, pp 642-652.

Leshchinsky, D.,Leshchinsky, O., Zelenko, B., Horne, J., Limit Equilibrium Design Framework for MSE Structures with Extensible Reinforcement, Federal Highway Administration, October 2016.

NCMA, 2009. Design Manual for Segmental Retaining Walls, 3rd edition. National Concrete Masonry Association (NCMA).

Standards Australia Limited, 2008. AS 4678: Earth-retaining structures (amendment 2).

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