ASTM A 82 (2007): “Standard Specification for Steel Wire, Plain, for Concrete Reinforcement”, American Society for Testing and Materials.

ASTM A 185 (2007): “Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete”, American Society for Testing and Materials.

ASTM D 5321 (1997): “Standard Test Method for Determining the Coefficient of Soil and Geosynthetic or Geosynthetic and Geosynthetic Friction by the Direct Shear Method”, American Society for Testing and Materials. Test method under the jurisdiction of ASTM Committee D-35 on Geosynthetics and direct responsibility of Subcommittee D35.01 on Mechanical Properties.

Avesani Neto, J. O. (2013): “Desenvolvimento de uma metodologia de cálculo e simulações numéricas aplicadas na melhoria da capacidade de carga de solos reforçados com geocélula”. Tese de Doutorado, Escola de Engenharia de São Carlos, USP.

Avesani Neto, J. O. (2014): “Instrumentação de Muro Reforçado com Geossintéticos com Face em Geobloco H”, Revista Fundações e Obras Geotécnicas, Editora Rudder.

Avesani Neto, J. O.; Hayashida, E. M. (2013): “Levantamento e comparação dos custos de diferentes soluções de estruturas de contenção em aterro”, COBRAE 2013 – VI Conferência Brasileira de Encostas, Angra dos Reis, Rio de Janeiro.

Berg, R. R. (1993): “Guidelines for Design, Specification & Contracting of Geosynthetic Mechanically Stabilized Earth Slopes on Firm Foundations”, Report No. FHWA-SA-93-025, Federal Highway Administration, Washington, D.C., 87 p.

Bishop, A. W. ; Morgenstern, N. (1960): “Stability Coefficients for Earth Slopes”. Geotechnique, Vol. 10, 129-150.

Broms, B. B. (1978): “Design of Fabric Reinforced Retaining Structures”. ASCE Proceedings Syposium on Earth Reinforcement, Pittsburg, p. 282.

BSI – British Standards Institution (1995): “BS 8006 – Code of Practice for Strengthened / Reinforced Soils and other fills”, London, UK.

BSI – British Standards Institution (1991): “BS 6906-8 – Determination of sand-geotextile frictional behavior by direct shear”, London, UK.

BSI – British Standards Institution (1990): “BS 1377-7 – Shear Strength Tests (Total Stress)”. London, UK.

Carrillo, N. (1942): “Simple Two and Three Dimensional Cases in the Theory of Consolidation of Soils”. Journal of Math. and Phys., vol. 21, 1-5.

Christopher, B. R., Gill, S. A., Giroud, J. P., Juran, I., Scholsser, F., Mitchell, J. K. and Dunnicliff, J. (1990): “Reinforced Soil Structures, Volume I. Design and Construction Guidelines”. Federal Highway Administration, Washington D.C. Report No. FHWA-RD-89-043, November, 287 p.

Davis, E. H.; Brooker, J. R. (1973): “The Effects of Increasing Strength with Depth on the Bearing Capacity of Clays”. Geotechnique, vol. 2(4), 551-563.

DIN V 4017-100 (1996-04): “Soil - Calculation of Design Bearing Capacity of Soil Beneath Shallow Foundations - Part 100: Analysis in Accordance with the Partial Safety Factor Concept”. Deutsches Institut für Normung.

DGGT – German Geotechnical Society (1997): “Empfehlung für Bewehrungen aus Geokunststoffen – EBGEO”. Ernst & Sohn. Berlin, Alemanha.

Ehrlich, M. e Backer, L. (2009): “Muros e Taludes Reforçados – Projeto e Execução”. Oficina de Textos.

Elias, V., Christopher, B. R. and Berg, R. R. (2001): “Mechanically Stabilized Earth Walls and Reinforced Soil Slopes – Design and |Construction Guidelines”. Geotechnical Engineering, Washington, No. FHWA-NHI-00-043, 394 p.

Futai, M. M. (2010): “Considerações sobre a Influência do Adensamento Secundário e do Uso de Reforços em Aterros sobre Solos Moles”. Tese de Livre Docência, Escola Politécnica, USP.

Giroud, J. P. and Noiray, L. (1981): “Geotextile-Reinforced Unpaved Road Design”, Journal of the Geotechnical Engineering Division. Proceedings of the American Society of Civil Engineers, vol 107, No. GT9, pp. 1233-54, Virginia, USA.

Greenwood. J. H. and Jewell, R. A. (1989): “Strength and safety: the use of mechanical property data”, Proceedings Symposium Reinforced Embankments: Theory and Practice in the British Isles. Cambridge, September, Thomas Telford.

Holtz, R. D., Christopher, B. R. and Berg, R. R. (1997): “Geosynthetic Engineering”. 1st Edition, BiTech Publishers Ltd., Canadá.

Holtz, R. D. and Broms, B. B. (1997): “Walls Reinforced by Fabrics – Results of Model Tests”. Proc. International Conference on the Use of Fabrics in Geotechnics. Paris, Vol. I, p. 113.

Jewell, R. A., Millilgan, G. W. E., Sarsby, R. W., and Dubois, D. (1984): “Interaction between soil and geogrids”. Proc. Symposium on polymer grid reinforcement in civil engineering. Science and Engineering Research Council and Netlon Limited, (Mar. 22-23).

IGSBR 003 (2014): Termos e Definições Complementares”. Recomendação IGS Brasil. Associação Brasileira de Geossintéticos.

Jewell, R. A. (1980): “Some Effects of Reinforcement on the Mechanical Behavior of Soils”. Ph.D. Thesis. University of Cambridge.

Jewell, R. A., Milligan, G. W. E., Sarsby, R. W. and Dubois, D. (1984a: “Interaction Between Soil and Geogrids”. Proceedings Symposium on Polymer Grid Reinforcement in Civil Engineering, London.

Jewell, R. A., Paine, N. and Woods, R. I. (1984b): “Design Methods for Steep Reinforced Embankments”, Proceedings Symposium on Polymer Grid Reinforcement in Civil Engineering. London.

Jewell, R. A. (1990): “Application of revised Design Charts for Steep Reinforced Slopes”, Report No 1796/89 – Soil Mechanics Report No 096/89, January, AKZO Industrial Systems by Arnhem, Holland.

______. (1996): “Soil Reinforcement with Geotextiles”. CIRIA Special Publication 123, Thomas Telford, UK, 332 p.

______. (1988): “The Mechanics of Reinforced Embankments on Soft Soils”, Geotextiles and Geomembranes, vol. 7 (4), 237-273.

Jones, C.J.F.P. and Asan, C.A. (1992): “Discussions on geosyntehtic-reinforced retaining walls”. Ed. by Wu. J.T.H. Balkema, Roterdam, p. 366-368.

Khing, K. H. et al. (1994): “Foundation on Strong Sand underlain by Weak Clay with Geogrid at the Interface”. Geotextiles and Geomembranes, vol. 13, pp. 199-206, Grã-Bretanha.

Koerner, R. M. (1998): “Designing with Geosynthetics”. 4th Edition, Prentice-Hall, USA.

Low, B. K. (1989): “Stability Analysis of Embankments on Soft Ground”. ASCE Journal of Geotechnical Engineering, 115(2), 211-227, UK.

Low, B. K.; Wong, H. S., Lim, C. e Broms, B. B. (1989): “Slip Circle Analysis of Reinforced Embankments on Soft Ground”, Geotextile and Geomembranes, 9(2), 165-181, UK.

Mandel, J.; Saleçon, J. (1969): “The Bearing Capacity of Soils on a Rigid Foundation”. 7th ICSMFE, vol. 2, 154-164.

Manjunath, V. R.; Dewaikar, D. M. (1996): “Bearing Capacity of Inclined Loaded Footing on Geotextile Reinforced two-layer System”. Earth Reinforcement, Ochai, Yasufuku & Omine (eds), Balkema, Rotterdam, Holanda.

Manual Técnico de Construção do Geobloco® H (2010): Manual de Instalação – Sistema “Arrimo Fácil”, Geo Soluções.

Manual Técnico de Instalação Lock & Load® (2010): Geo Soluções.

Matar, M., Salençon, J. (1977): “Capacite portante a une semelle filante sur sol purement coherent d’epaisseur limitee et de cohesion variable avec la profondeur. Annales de l’Institut Technique Du Batiment et des Travaux Publics, 352, Serie: Sols et Fondations, 143: 95–107.

Mitchell, J. K. e Villet W. C. B. (1987): “Reinforcement of Earth Slopes and Embankments”. National Cooperative Highway Research Program Report 290, Transportation Research Board, National Research Council, Washington, D.C.

Nataraj, M. S., McManis, K. L., Hoaley, P. G. (1996): “Settlement and Bearing Capacity of Footings on Reinforced Sand”, Earth Reinforcement, Ochai, Yasufuku & Omine (eds), Balkema, Rotterdam, Holanda.

Palmeira, E. M. (1993): “Curso de Estabilização e Reforço de Solos: Introdução a utilização de Geossintéticos”. Publicação GAP002B/93, Programa de Pós-graduação em Geotecnia, Universidade de Brasília, Brasília, DF, 162 p.

______. (1992): “Estabilização e Reforço de Aterros sobre Solos Moles utilizando Geotêxteis”. Publicação GRE 022A/92, Programa de Pós-graduação em Geotecnia, Universidade de Brasília, Brasília, DF, 72 p.

______. (1998): “Estruturas de Contenção e Aterros Íngremes Reforçados com Geossintéticos”. Programa de Pós-graduação em Geotecnia, Universidade de Brasília, Brasília, DF.

______. (2000): “Solo Reforçado”, Publicação Técnica da Huesker Ltda.

______. (2006): “Aterros Reforçados – Estruturas de Contenção e Taludes Íngremes”. Curso sobre utilização de geossintéticos, IGS Brasil.

Plácido, R. R., Kamiji, T. S. M. M. e Bueno, B. S. (2010): “Análise Comparativa de Custos para Diferentes Alternativas de Estruturas de Contenção”, COBRAMSEG, 2010, ABMS.

Pospisil, K. and Zednik, P. (2002): “Geosynthetic Impact Recognition on Soil Bearing Capacity in the Geotechnical Laboratory Testing Field”, 7th International Conference Geosynthetics, Nice, France.

Rowe, R. K.; Davis E. H. (1982): “The behavior of Anchor Plates in Sand”. Geotechnique 32, No. 1, pp. 25-41.

Rowe, R. K.; Li, A. L. (2005): “Geosynthetics Reinforced Embankments over Soft Foundations.

Geosynthetics International, vol 2(1), 50-85.

Rowe, R. H.; Soderman, K. L. (1987): “Reinforcement of Embankments on Soils whose Strength

Increase with Depth”, Geosynthetics, 266-277.

TxDOT Designation: Tex-411-A (2004): “Test Procedure for Soundness of Aggregate using Sodium Sulfate or Magnesium Sulfate”, Texas Department of Transportation, USA.

Vertematti, J. C. (2004): “Manual Brasileiro de Geossintéticos”, Editora Edgard Blücher.

Wolney, D. (2013): “Strata Slope – O sistema de contenção que além de ser eficiente, econômico e sustentável, apresenta diversas opções de revestimentos”. Revista Fundações e Obras Geotécnicas, Editora Rudder.