References
- Bergado , D.T. , Teerawattanasuk , C. and Long , P.V. 2000 . Localized mobilization of reinforcement force and its direction at the vicinity of failure surface . Geotextiles and Geomembranes Journal , 18 : 311 – 331 .
- Bergado , D.T. and Teerawattanasuk , C. 2008 . 2D and 3D numerical simulations of reinforced embankments on soft ground . Geotextiles and Geomembranes Journal , 26 : 39 – 55 .
- Berry , D.S . Stability of Granular Mixtures . American Society for Testing Materials: Proceedings of the 38th Annual Meeting . pp. 491 – 507 . Vol. 35, No. 2
- Bowles , J.E. 1991 . Fondazioni–Progetto e Verifica , Milano : McGraw-Hill .
- Brinch Hansen , J. 1961 . A general formula for bearing capacity . The Danish Geotechnical Institute, Bull. No. 11 , : 38 – 46 . Copenhagen
- Butterfield , R. 1980 . A simple analysis of the load capacity of rigid footings on granular materials . Journée de Gèotechnique , 1 : 128 – 134 .
- Cerato , A.B. and Lutenegger , A.J. 2003 . Scale effects of shallow foundation bearing capacity on granular material . Proceedings of the British Geotechnical Association (BGA) International Conference on Foundations . September 2–5 2003 , Dundee, Scotland. pp. 217 – 225 .
- Chen , W.F. 1975 . Limit analysis and soil plasticity , Amsterdam : Elsevier .
- Cocchetti , G. , di Prisco , C. , Galli , A. and Nova , R. 2004 . “ Coupled elastoplastic model of soil-pipe interaction along unstable slopes ” . In Proceedings of the International Symposium on Landslides , Edited by: Rio de Janeiro , W. , Lacerda , M. , Ehrlich , S. , Fontoura and Sayao , A. Vol. 2 , 1097 – 1102 . London : Taylor & Francis Group .
- De Beer , E.F. The scale effect on the phenomenon of progressive rupture in cohesionless soils . Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering . pp. 13 – 17 . Vol. 2, No. 3–6
- Flum , D. and Rüegger , R. 2000 . “ Slope stabilization with high–performance steel wire meshes in combination with nails and anchors ” . In Symposium on Rock Slope Stability , Seoul : Korea .
- Flum , D. and Rüegger , R. November 2001 . “ Slope stabilization with high–performance steel wire meshes in combination with nails and anchors ” . In International Symposium Earth Reinforcement , November , 14 – 16 . Fukuoka, , Japan : IS Kyushu .
- Foster , C.R. and Azhlvin , R.G. 1954 . Stresses and deflections induced by a uniform circular load . Proceedings of the High Research Board , Vol. 33 : 467 – 470 .
- Galli , A. 2005 . Mechanical interaction between buried pipelines and landslides: Small scale experimental analyses, numerical modeling and case studies , Italy : PhD thesis, Politecnico di Milano .
- Geobrugg . 2006 . TECCO slope stabilization system–summary of published papers in the period of 1998–2004 , Internal Report
- Kutter , B.L. , Abghari , A. and Cheney , J.A. 1988 . Strength parameters for bearing capacity of sand . Journal of Geotechology and Engineering ASCE , 114 ( 4 ) : 491 – 497 .
- Poulos , H.G. and Davis , E.H. 1974 . Elastic solutions for soil and rock mechanics , New York : John Wiley & Sons .
- Tatsuoka , F. , Okahara , M. , Tanaka , T. , Tani , K. , Morimoto , T. and Siddiquee , M.S.A. 1991 . “ Progressive failure and particle size effect in bearing capacity of a footing on sand ” . In Geotechnical Special Publication , 788 – 802. . ASCE . No. 27
- Yagamuchi , H. , Kimura , T. and Fujii , N. 1976 . On the influence of progressive failure on the bearing capacity of shallow foundations in dense sand . Soils and Foundations , 16 ( 4 ) : 11 – 21 .