بهبودی مصمم س ت، "بررسی رفتار تنش-کرنش خاکهای اصلاح شده با سیمان"، پایاننامه کارشناسیارشد، رشته مهندسی عمران، دانشگاه محقق اردبیلی، 1393، 77-78.
Balmer G, “Shear strength and elastic properties of soil-cement mixture under triaxial loading”, Portland Cement Association Research and Development Laboratories, US, 1958.
Butterfield R, “A natural compression law for soils (an advance on e-log p’)”, Geotechnique, 1980, 29 (4), 469-480.
Chong S, Santamarina J, “Soil compressibility models for a wide stress range”, Journal of Geotechnical and Geoenvironmental Engineering, 2016, 142 (6).
Chowdhury B, Haque A, Muhunthan B, “New Pressure–Void Ratio Relationship for Structured Soils in the Virgin Compression Range”, Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140 (8).
Coop MR, Atkinson JH, “The mechanics of cemented carbonate sands”, Geotechnique, 1993, 43 (1), 53-67.
Collins IF, Kelly PA, “A thermomechanical analysis of a family of soil models”, International Journal for Numerical and Analytical Methods in Geomechanics, 2002, 52 (7), 507-518.
Consoli NC, Rotta GV, Prietto PDM, “Yielding- compressibility- strength relationship for an artificially cemented soil cured under stress”, Geotechnique, 2006, 56 (1), 69-72.
Desai CS, “Disturbed state concept as unified constitutive modeling approach”, Journal of Rock Mechanics and Geotechnical Engineering, 2016, 8, 277-293.
Desai CS, “Mechanics of materials and interfaces: The disturbed state concept”, CRC Press, 2001.
Haeri SM, Hamidi A, Tabatabaee N, “The effect of gypsum cementation on the mechanical behaviour of gravely sand”, Geotechnical Testing Journal, 2005, 28 (4), 1-11.
Hong ZS, Zeng LL, Cui YJ, Cai YQ, Lin C, “Compression behaviour of natural and reconstituted clays”, Geotechnique, 2012, 62 (4), 291-301.
Horpibulsuk S, Rachan R, Suddeepong A, Liu MD, Du YJ, “Compressibility of lightweight cemented clays”, Engineering Geology, 2013, 159, 59-66.
Houlsby GT, “A study of plasticity theories and their applicability to soils”, PhD Thesis, University of Cambridge, 1981.
Houlsby GT, Puzri AM, “Principles of hyperplasticity: an approach to plasticity theory based on thermodynamic principles”, Springer Verlag, London, UK, 2006.
Lagioia R, Nova R, “An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression”, Géotechnique, 1995, 45 (4), 633-648.
Liu MD, Carter JP, “On the volumetric deformation of reconstituted soils”, Research Report No. R765, Sydney University, 1998.
Liu MD, Carter JP, “Virgin compression of structured soils”, Géotechnique, 1999, 49 (1), 43-57.
Liu MD, Carter JP, Desai CS, Xu KJ, “Analysis of the compression of structured soils using the disturbed state concept”, International Journal for Numerical and Analytical Methods in Geomechanics, 2000, 24, 723-735.
Medero GM, Schnaid F, “Oedometer behavior of an artificial cemented highly collapsible soil", Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135, 840-843.
Mitchell JK, “The properties of cement-stabilized soils”, Proceeding of Residential Workshop on Materials and Methods for Low Cost Road, Rail, and Reclamation Works, Leura, Australia, 1976.
Mitchell JK, Soga K, “Fundamentals of soil behavior”, John Wiley & Sons, US, 2005, pp 325-350.
Ouria A, Desai CS, Toufigh V, “Disturbed state concept based solution for consolidation of plastic clays”, ASCE Intenational Journal of Geomechanics, 2015, 15 (1).
Rotta GV, Consoli NC, Prietto PDM, Coop MR, Graham J, “Isotropic yielding in an artificially cemented soil cured under stress”, Geotechnique, 2003, 53 (5), 493-501.
Sariosseiri F, Muhunthan B, “Effect of cement treatment on geotechnical properties of some Washington State soils”, Engineering Geology, 2009, 104, 119-125.
Uddin K, Balasubramaniam AS, Bergardo DT “Engineering behaviors of cement-treated Bangkok soft clay”, Geotechnical Engineering Journal, 1997, 28 (1), 89-119.
Yang C, Carter JP, Sheng D, “Description of compression behaviour of structured soils and its application”, Canadian Geotechnical Journal, 2014, 51 (8), 921-933
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