H. Ahnberg, On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils, Canadian Geotechnical Journal, vol.32, issue.2, pp.54-66, 2007.
DOI : 10.1139/t95-023

R. S. Al-rawi, Effect of curing temperature on lime stabilization, The Second Australian Conference on Engineering Materials, held at Sydney, pp.611-662, 1981.

L. Alarcon-ruiz, G. Platret, E. Massieu, and A. Ehrlacher, The use of thermal analysis in assessing the effect of temperature on a cement paste, Cement and Concrete Research, vol.35, issue.3, pp.609-613, 2005.
DOI : 10.1016/j.cemconres.2004.06.015

A. G. Anagnostopoulos, N. Kalteziotis, G. K. Tsiambaos, and M. Kavvadas, Geotechnical properties of the Corinth Canal marls, Geotechnical and Geological Engineering, vol.21, issue.4, pp.1-26, 1991.
DOI : 10.1007/978-3-642-86244-1

E. Anderson, LAPACK users' guide, Society for Industrial and Applied Mathematics, 1992.
DOI : 10.1137/1.9780898719604

E. Anderson, Z. Bai, J. Dongarra, A. Greenbaum, A. Mckenney et al., LAPACK: A portable linear algebra library for high-performance computers, Proceedings of the 1990 ACM/IEEE conference on Supercomputing, pp.2-11, 1990.

M. Arroyo, M. Ciantia, R. Castellanza, A. Gens, and R. Nova, Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach, Computers and Geotechnics, vol.45, pp.140-150, 2012.
DOI : 10.1016/j.compgeo.2012.05.008

A. Standard and D. , Standard Test Method for Using pH to Estimate the Soil-Lime Proportion Requirement for Soil Stabilization, pp.1-4, 2006.

D. Aubry, J. Hujeux, F. Lassoudiere, and Y. Meimon, A double memory model with multiple mechanisms for cyclic soil behaviour, Proceedings of the International Symposium on Numerical Models in Geomechanics, pp.3-13, 1982.

A. E. Aziz, The Mathematical Foundations of the Finite Element Method with Applications to Partial Differential Equations, 1972.

A. Balasubramaniam, B. Buessucesco, Y. E. Oh, M. W. Bolton, D. Bergado et al., Strength degradation and critical state seeking behaviour of lime treated soft clay, International Conference on Deep Mixing-Best Practice and Recent Advances, pp.35-40, 2005.

B. Baudet and S. Stallebrass, A constitutive model for structured clays, G??otechnique, vol.54, issue.4, pp.269-278, 2004.
DOI : 10.1680/geot.2004.54.4.269

F. Bell, Lime stabilization of clay minerals and soils, Engineering Geology, vol.42, issue.4, pp.223-237, 1996.
DOI : 10.1016/0013-7952(96)00028-2

D. Bigoni and A. Piccolroaz, Yield criteria for quasibrittle and frictional materials, International Journal of Solids and Structures, vol.41, issue.11-12, pp.11-12, 2004.
DOI : 10.1016/j.ijsolstr.2003.12.024

A. W. Bishop and D. J. Henkel, The measurement of soil properties in the triaxial test, 1957.

R. I. Borja and S. R. Lee, Cam-Clay plasticity, Part 1: Implicit integration of elasto-plastic constitutive relations, Computer Methods in Applied Mechanics and Engineering, vol.78, issue.1, pp.49-72, 1990.
DOI : 10.1016/0045-7825(90)90152-C

R. I. Borja, C. Lin, and F. J. Montáns, Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function, Computer Methods in Applied Mechanics and Engineering, vol.190, issue.26-27, 0190.
DOI : 10.1016/S0045-7825(00)00301-7

J. Boussinesq, Application des potentiels à l'étude de l'équilibre et du mouvement des solides élastiques: principalement au calcul des déformations et des pressions que produisent, 1885.

H. Brandl, Alteration of soil parameters by stabilization with lime, 10th International Conference on Soil Mechanics and Foundation Engineering, pp.587-594, 1981.

B. B. Broms and P. Boman, Stabilisation of soil with lime columns, Ground Engineering, vol.12, issue.4, pp.23-32, 1975.

B. B. Broms and P. Boman, Lime Columns?A New Foundation Method, Journal of the Geotechnical Engineering Division, vol.105, issue.4, pp.539-556, 1979.

B. Khalifa, The Tallest Building in the World, 2013.

J. Burland, E. Dean, G. Gudehus, B. Muhunthan, and I. Collins, Discussion: Interlocking, and peak and design strengths, G??otechnique, vol.58, issue.6, pp.527-532, 2008.
DOI : 10.1680/geot.2008.58.6.527

J. B. Burland, On the compressibility and shear strength of natural clays, G??otechnique, vol.40, issue.3, pp.329-378, 1990.
DOI : 10.1680/geot.1990.40.3.329

J. B. Burland, S. Rampello, V. N. Georgiannou, and G. Calabresi, A laboratory study of the strength of four stiff clays, G??otechnique, vol.46, issue.3, pp.491-514, 1996.
DOI : 10.1680/geot.1996.46.3.491

F. Cafaro and F. Cotecchia, Structure degradation and changes in the mechanical behaviour of a stiff clay due to weathering, G??otechnique, vol.51, issue.5, 2001.
DOI : 10.1680/geot.2001.51.5.441

L. Callisto and G. Calabresi, Mechanical behaviour of a natural soft clay, G??otechnique, vol.48, issue.4, pp.495-513, 1998.
DOI : 10.1680/geot.1998.48.4.495

L. Callisto and S. Rampello, An interpretation of structural degradation for three natural clays, Canadian Geotechnical Journal, vol.42, issue.2, pp.392-407, 2004.
DOI : 10.1680/geot.1992.42.2.257

C. Chazallon and P. Hicher, A constitutive model coupling elastoplasticity and damage for cohesive-frictional materials, Mechanics of Cohesive-frictional Materials, vol.35, issue.27, pp.41-63, 1998.
DOI : 10.1680/geot.1985.35.4.413

C. Chazallon and P. Y. Hicher, An elastoplastic model with damage for bonded geomaterials, International Congress of Numerical Methods for Geomechanics, 1995.

S. H. Chew, .. H. Kamruzzaman, and F. H. Lee, Physicochemical and Engineering Behavior of Cement Treated Clays, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.7, pp.696-706, 2004.
DOI : 10.1061/(ASCE)1090-0241(2004)130:7(696)

C. Chiu, W. Zhu, and C. Zhang, Yielding and shear behaviour of cement-treated dredged materials, Engineering Geology, vol.103, issue.1-2, pp.1-12, 2009.
DOI : 10.1016/j.enggeo.2008.07.007

K. E. Clare and A. E. Cruchley, Laboratory Experiments in The Stabilization of Clays With Hydrated Lime, G??otechnique, vol.7, issue.2, pp.97-111, 1957.
DOI : 10.1680/geot.1957.7.2.97

N. C. Consoli, L. D. Lopes, P. D. Prietto, L. Festugato, and R. C. Cruz, Variables Controlling Stiffness and Strength of Lime-Stabilized Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.137, issue.6, pp.628-632, 2011.
DOI : 10.1061/(ASCE)GT.1943-5606.0000470

R. M. Bibliography-corless, G. H. Gonnet, D. E. Hare, D. J. Jeffrey, and D. E. Knuth, On the LambertW function, Advances in Computational Mathematics, vol.1, issue.6, pp.329-359, 1996.
DOI : 10.5186/aasfm.1983.0805

F. Cotecchia and R. J. Chandler, A general framework for the mechanical behaviour of clays, G??otechnique, vol.50, issue.4, pp.431-447, 2000.
DOI : 10.1680/geot.2000.50.4.431

C. A. Coulomb, Essai sur une application des règles de maximis & minimis à quelques problèmes de statique, relatifs à l'architecture, 1776.

R. F. Craig, Craig's Soil Mechanics, 2004.

J. Croft, The structures of soils stabilized with cementitious agents, Engineering Geology, vol.2, issue.2, pp.63-80, 1938.
DOI : 10.1016/0013-7952(67)90025-7

J. B. Croft, The processes involved in the lime stabilization of clay soils, Australian Road Research Board (ARRB) Conference, 2nd, pp.1169-1203, 1964.

O. Cuisinier, J. Auriol, L. Borgne, T. Deneele, and D. , Microstructure and hydraulic conductivity of a compacted lime-treated soil, Engineering Geology, vol.123, issue.3, pp.187-193, 2011.
DOI : 10.1016/j.enggeo.2011.07.010

URL : https://hal.archives-ouvertes.fr/hal-00968652

O. Cuisinier, F. Masrouri, M. Pelletier, F. Villieras, and R. Mosser-ruck, Microstructure of a compacted soil submitted to an alkaline PLUME, Applied Clay Science, vol.40, issue.1-4, pp.1-4, 2008.
DOI : 10.1016/j.clay.2007.07.005

URL : https://hal.archives-ouvertes.fr/hal-00329285

P. A. Cundall, A discrete numerical model for granular assemblies, G??otechnique, vol.29, issue.1, pp.47-65, 1979.
DOI : 10.1680/geot.1979.29.1.47

Y. F. Dafalias, Bounding Surface Plasticity. I: Mathematical Foundation and Hypoplasticity, Journal of Engineering Mechanics, vol.112, issue.9, 1986.
DOI : 10.1061/(ASCE)0733-9399(1986)112:9(966)

Y. F. Dafalias and E. P. Popov, Ein Modell f???r Werkstoffe mit nichtlinearer Verfestigung unter zusammengesetzter Belastung, Acta Mechanica, vol.8, issue.3, pp.173-192, 1975.
DOI : 10.1115/1.3607751

S. K. Das, A. Mitra, and P. K. Das-poddar, Thermal analysis of hydrated calcium aluminates, Journal of Thermal Analysis, vol.29, issue.3, pp.765-774, 1996.
DOI : 10.1007/BF01981812

D. T. Davidson, G. L. Pitre, M. Mateos, and K. P. George, Moisture-Density, Moisture-Strength and Compaction Characteristics of Cement-Treated Soil Mixtures, Highway Research Board Bulletin, issue.353, 1962.

D. Windt, L. Deneele, D. Maubec, and N. , Kinetics of lime/bentonite pozzolanic reactions at 20 and 50??C: Batch tests and modeling, Cement and Concrete Research, vol.59, pp.34-42, 2014.
DOI : 10.1016/j.cemconres.2014.01.024

URL : https://hal.archives-ouvertes.fr/hal-00958128

D. Deneele and K. Lemaire, Evaluation de la durabilité des effets du traitement des sols: Effet de la circulation d'eau sur la durabilité du limon traité ? Approche multi-échelle, 2012.

G. Dhatt, G. S. Touzot, and E. B. Kinter, The finite element method displayed Mechanisms of soil-lime stabilization, Highway Research Record, issue.92, 1965.

S. Diamond and E. B. Kinter, Adsorption of calcium hydroxide by montmorillonite and kaolinite, Journal of Colloid and Interface Science, vol.22, issue.3, pp.240-249, 1966.
DOI : 10.1016/0021-9797(66)90029-4

J. L. Eades and R. E. Grim, Reaction of hydrated lime with pure clay minerals in soil stabilization, Highway Research Board Bulletin, issue.262, 1960.

J. L. Eades and R. E. Grim, A quick test to determine lime requirements for lime stabilization, Highway Research Record, vol.139, pp.61-72, 1966.

A. Gens and R. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks. Geotechnical engineering of hard soils-soft rocks, pp.485-494, 1993.

M. N. Guddati and B. Yue, Modified integration rules for reducing dispersion error in finite element methods, Computer Methods in Applied Mechanics and Engineering, vol.193, issue.3-5, pp.3-5, 2004.
DOI : 10.1016/j.cma.2003.09.010

S. M. Haeri and A. Hamidi, Constitutive modelling of cemented gravelly sands. Numerical models in geomechanics, NUMOG IX, vol.4, issue.2, pp.123-139, 2009.

D. J. Henkel, The Effect of Overconsolidation on the Behaviour of Clays During Shear, G??otechnique, vol.6, issue.4, pp.139-150, 1956.
DOI : 10.1680/geot.1956.6.4.139

R. Hill, The Mathematical Theory of Plasticity, 1950.

G. H. Hilt and D. T. Davidson, Lime fixation in clayey soils, Highway Research Board Bulletin, vol.262, pp.20-32, 1960.

E. Hinton and D. Owen, Finite elements in plasticity: Theory and practice, 1980.

S. Horpibulsuk, M. D. Liu, D. S. Liyanapathirana, and J. Suebsuk, Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model, Computers and Geotechnics, vol.37, issue.1-2, pp.1-9, 2010.
DOI : 10.1016/j.compgeo.2009.06.007

S. Horpibulsuk, R. Rachan, A. Chinkulkijniwat, Y. Raksachon, and A. Suddeepong, Analysis of strength development in cement-stabilized silty clay from microstructural considerations, Construction and Building Materials, vol.24, issue.10, pp.2011-2021, 2010.
DOI : 10.1016/j.conbuildmat.2010.03.011

J. Bibliography-hujeux, Une loi de comportement pour le chargement cyclique des sols, Génie parasismique, pp.278-302, 1985.

O. G. Ingles, The nature and strength of the interparticle bonds in natural and stabilized soils In: Mechanisms of Stabilization, D-9, Pro. Of a Colloquium Held at Syndal Vietora, 1964.

Y. Itin and F. W. Hehl, The constitutive tensor of linear elasticity: Its decompositions, Cauchy relations, null Lagrangians, and wave propagation, Journal of Mathematical Physics, vol.12, issue.4, 2013.
DOI : 10.1098/rspa.1998.0203

M. Kamon, Environmental issues of geotechnical engineering, 2001.

M. Kavvadas and A. Amorosi, A constitutive model for structured soils, G??otechnique, vol.50, issue.3, pp.263-273, 2000.
DOI : 10.1680/geot.2000.50.3.263

K. Kendall, A. J. Howard, J. D. Birchall, P. L. Pratt, B. A. Proctor et al., The Relation between Porosity, Microstructure and Strength, and the Approach to Advanced Cement-Based Materials [and Discussion], Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, vol.310, issue.1511, pp.139-153, 1983.
DOI : 10.1098/rsta.1983.0073

R. Ketcham and W. Carlson, Acquisition, optimization and interpretation of X-ray computed tomographic imagery: applications to the geosciences, Computers & Geosciences, vol.27, issue.4, pp.381-400, 2001.
DOI : 10.1016/S0098-3004(00)00116-3

R. Ketcham, Three-dimensional grain fabric measurements using high-resolution X-ray computed tomography, Journal of Structural Geology, vol.27, issue.7, pp.1217-1228, 2005.
DOI : 10.1016/j.jsg.2005.02.006

H. E. Kissinger, Reaction Kinetics in Differential Thermal Analysis, Analytical Chemistry, vol.29, issue.11, pp.1702-1706, 1957.
DOI : 10.1021/ac60131a045

R. M. Lagioia, . Puzrin, and D. Potts, A new versatile expression for yield and plastic potential surfaces, Computers and Geotechnics, vol.19, issue.3, pp.171-191, 1996.
DOI : 10.1016/0266-352X(96)00005-5

R. Lagioia and R. Nova, An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression, G??otechnique, vol.45, issue.4, pp.633-648, 1995.
DOI : 10.1680/geot.1995.45.4.633

C. Lapierre, S. Leroueil, and J. Locat, Mercury intrusion and permeability of Louiseville clay, Canadian Geotechnical Journal, vol.27, issue.6, pp.761-773, 1990.
DOI : 10.1139/t90-090

L. Runigo, B. Cuisinier, O. Cui, Y. Ferber, V. Deneele et al., Impact of initial state on the fabric and permeability of a lime-treated silt under long-term leaching, Canadian Geotechnical Journal, vol.3, issue.12, pp.1243-1257, 2009.
DOI : 10.1179/mst.1987.3.12.1005

L. Runigo, B. Ferber, V. Cui, Y. Cuisinier, O. Deneele et al., Performance of lime-treated silty soil under long-term hydraulic conditions, Engineering Geology, vol.118, issue.1-2, pp.20-28, 2011.
DOI : 10.1016/j.enggeo.2010.12.002

URL : https://hal.archives-ouvertes.fr/hal-00574328

L. Tallec and P. , Modélisation et calcul des milieux continus, les Éditio Edition, 2011.

V. Legat and G. Winckelmans, Mecanique des fluides et transferts I, 2007.

S. Leroueil and P. R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks, G??otechnique, vol.40, issue.3, pp.467-488, 1990.
DOI : 10.1680/geot.1990.40.3.467

D. N. Little, Stabilization of pavement subgrades and base courses with lime, 1995.

H. Liu, E. Song, and H. I. Ling, Constitutive modeling of soil-structure interface through the concept of critical state soil mechanics, Mechanics Research Communications, vol.33, issue.4, pp.515-531, 2006.
DOI : 10.1016/j.mechrescom.2006.01.002

M. D. Liu and J. P. Carter, A structured Cam Clay model, Canadian Geotechnical Journal, vol.22, issue.8, pp.1313-1332, 2002.
DOI : 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8

M. D. Liu and J. P. Carter, Volumetric Deformation of Natural Clays, International Journal of Geomechanics, vol.3, issue.2, pp.236-252, 2003.
DOI : 10.1061/(ASCE)1532-3641(2003)3:2(236)

S. Lo and S. Wardani, Strength and dilatancy of a silt stabilized by a cement and fly ash mixture, Canadian Geotechnical Journal, vol.3, issue.1, pp.77-89, 2002.
DOI : 10.3208/sandf1972.33.4_121

J. Locat, M. Bérubé, and M. Choquette, Laboratory investigations on the lime stabilization of sensitive clays: shear strength development, Canadian Geotechnical Journal, vol.27, issue.3, pp.294-304, 1990.
DOI : 10.1139/t90-040

J. Locat, H. Tremblay, and S. Leroueil, Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime, Canadian Geotechnical Journal, vol.33, issue.4, pp.654-669, 1996.
DOI : 10.1139/t96-090-311

G. Lorenzo and D. Bergado, Fundamental Parameters of Cement-Admixed Clay???New Approach, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.10, pp.1042-1050, 2004.
DOI : 10.1061/(ASCE)1090-0241(2004)130:10(1042)

J. Lubliner, Plasticity Theory, Journal of Applied Mechanics, vol.59, issue.1, 2008.
DOI : 10.1115/1.2899459

J. Lubliner, J. Oliver, S. Oller, and E. Onate, A plastic-damage model for concrete, International Journal of Solids and Structures, vol.25, issue.3, pp.299-326, 1989.
DOI : 10.1016/0020-7683(89)90050-4

M. Maccarini, Laboratory studies for a weakly bonded artificial soil, 1987.

R. C. Mackenzie, Differential Thermal Analysis, 1970.

R. C. Mackenzie, Differential Thermal Analysis Applications., academic p Edition, 1972.

V. Malandraki and D. G. Toll, Triaxial Tests on Weakly Bonded Soil with Changes in Stress Path, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.3, pp.282-291, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:3(282)

P. K. Mathew and S. N. Rao, Effect of Lime on Cation Exchange Capacity of Marine Clay, Journal of Geotechnical and Geoenvironmental Engineering, vol.123, issue.2, pp.183-185, 1997.
DOI : 10.1061/(ASCE)1090-0241(1997)123:2(183)

H. Matsuoka and T. Nakai, A new failure criterion for soils in three-dimensional stresses. In: IUTAM conference on deformation and failure of granular materials, pp.253-263, 1982.

H. Matsuoka, Y. Yao, and D. Sun, The Cam-Clay Models Revised by the SMP Criterion., SOILS AND FOUNDATIONS, vol.39, issue.1, pp.81-95, 1999.
DOI : 10.3208/sandf.39.81

N. Maubec, Approche multi-echelle du traitement des sols a la chaux. Etudes des intéractions avec les argiles, Thèse de Doctorat, 2010.
URL : https://hal.archives-ouvertes.fr/hal-00595053

K. Mayniel, Traité expérimental, analytique et pratique de la poussée des terres et des murs de revêtement, 1808.

K. Mita, G. Dasari, and K. Lo, Performance of a Three-Dimensional Hvorslev???Modified Cam Clay Model for Overconsolidated Clay, International Journal of Geomechanics, vol.4, issue.4, pp.296-309, 2004.
DOI : 10.1061/(ASCE)1532-3641(2004)4:4(296)

J. K. Mitchell and D. R. Hooper, Influence of time between mixing and compaction on properties of a lime-stabilized expansive clay, Highway Research Board Bulletin, vol.304, 1961.

J. K. Mitchell and K. Soga, Soil Composition and Engineering Properties, In: Fundamentals of Soil Behavior, pp.83-108, 2005.

M. Wood and D. , Soil Behaviour and Critical State Soil Mechanics, 1990.
DOI : 10.1017/CBO9781139878272

C. J. Müller, Pozzolanic Activity of Natural Clay Minerals with Respect to Environmental Geotechnics, 2005.

N. Rao, S. Rajasekaran, and G. , Reaction Products Formed in Lime-Stabilized Marine Clays, Journal of Geotechnical Engineering, vol.122, issue.5, pp.329-336, 1996.
DOI : 10.1061/(ASCE)0733-9410(1996)122:5(329)

G. Nayak and O. Zienkiewicz, Convenient form of stress invariants for plasticity . journal of the structural division, Proceedings of the American Society of Civil Engineers, vol.98, pp.949-954, 1972.

M. Nitka, G. Combe, C. Dascalu, and J. Desrues, Two-scale modeling of granular materials: a DEM-FEM approach, Granular Matter, vol.45, issue.2, pp.277-281, 2011.
DOI : 10.1115/1.3157619

R. Nova, Sinfonietta classica: an exercise on classical soil modelling In: Constitutive Equations for Granular non-cohesive soils, Balkema, pp.501-519, 1988.

R. Nova, R. Castellanza, and C. Tamagnini, A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, International Journal for Numerical and Analytical Methods in Geomechanics, vol.12, issue.9, pp.705-732, 2003.
DOI : 10.1680/geot.1962.12.3.226

P. J. Oliveira, A. A. Correia, and M. R. Garcia, Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.139, issue.5, 2013.
DOI : 10.1061/(ASCE)GT.1943-5606.0000762

P. V. Oliveira, Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.139, issue.5, pp.810-820, 2013.
DOI : 10.1061/(ASCE)GT.1943-5606.0000762

M. Pansu and J. Gautheyrou, Handbook of soil analysis: Mineralogical, organic and inorganic methods, 2006.
DOI : 10.1007/978-3-540-31211-6

O. Pekau and V. Gocevski, Elasto-plastic model for cemented and pure sand deposits, Computers and Geotechnics, vol.7, issue.3, pp.155-187, 1989.
DOI : 10.1016/0266-352X(89)90047-5

A. F. Plante, J. M. Fernández, and J. Leifeld, Application of thermal analysis techniques in soil science, Geoderma, vol.153, issue.1-2, 2009.
DOI : 10.1016/j.geoderma.2009.08.016

E. Pomakhina, D. Deneele, A. Gaillot, M. Paris, and G. Ouvrard, 29Si solid state NMR investigation of pozzolanic reaction occurring in lime-treated Ca-bentonite, Cement and Concrete Research, vol.42, issue.4, pp.626-632, 2012.
DOI : 10.1016/j.cemconres.2012.01.008

URL : https://hal.archives-ouvertes.fr/hal-00864696

D. Potts and L. Zdravkovic, Finite element analysis in geotechnical engineering: Theory, 1999.

D. Potts and L. Zdravkovic, Some Pitfalls when using Modified Cam Clay, Imperial College, 2000.

S. Rampello and L. Callisto, A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples, Canadian Geotechnical Journal, vol.1, issue.7, pp.1074-1092, 1998.
DOI : 10.1144/gsjgs.125.1.0373

W. J. Rankine, On the Stability of Loose Earth, Philosophical Transactions of the Royal Society of London, vol.147, issue.0, pp.9-27, 1857.
DOI : 10.1098/rstl.1857.0003

F. Richards, A Flexible Growth Function for Empirical Use, Journal of Experimental Botany, vol.10, issue.2, pp.290-300, 1959.
DOI : 10.1093/jxb/10.2.290

V. Bibliography-robin, O. Cuisinier, F. Masrouri, and A. A. Javadi, A chemo-mechanical coupling for lime treated soils, International Symposium on Geomechanics from Micro to Macro, 2014.

V. Robin, O. Cuisinier, F. Masrouri, and A. A. Javadi, Chemo-mechanical modelling of lime treated soils, Applied Clay Science, vol.95, pp.211-219, 2014.
DOI : 10.1016/j.clay.2014.04.015

URL : https://hal.archives-ouvertes.fr/hal-01418282

V. Robin, A. A. Javadi, O. Cuisinier, and F. Masrouri, A new formulation to model the degradation in structured soils, 8th European Conference on Numerical Methods in Geotechnical Engineering. Delft, pp.97-102, 2014.
DOI : 10.1201/b17017-19

URL : https://hal.archives-ouvertes.fr/hal-01444087

V. Robin, A. A. Javadi, O. Cuisinier, and F. Masrouri, An effective constitutive model for lime treated soils, Computers and Geotechnics, vol.66, 2014.
DOI : 10.1016/j.compgeo.2015.01.010

URL : https://hal.archives-ouvertes.fr/hal-01417583

K. Roscoe, A. Schofield, and A. Thurairajah, Yielding of Clays in States Wetter than Critical, G??otechnique, vol.13, issue.3, pp.211-240, 1963.
DOI : 10.1680/geot.1963.13.3.211

K. H. Roscoe and J. B. Burland, On the generalized stress-strain behaviour of wet clay. Engineering Plasticity, pp.535-609, 1968.

K. H. Roscoe, A. N. Schofield, and C. P. Wroth, On The Yielding of Soils, G??otechnique, vol.8, issue.1, pp.22-53, 1958.
DOI : 10.1680/geot.1958.8.1.22

G. V. Rotta, N. C. Consoli, P. D. Prietto, M. R. Coop, and J. Graham, Isotropic yielding in an artificially cemented soil cured under stress, G??otechnique, vol.53, issue.5, pp.493-501, 2003.
DOI : 10.1680/geot.2003.53.5.493

E. Rougier, . Munjiza, and N. W. John, Numerical comparison of some explicit time integration schemes used in DEM, FEM/DEM and molecular dynamics, International Journal for Numerical Methods in Engineering, vol.61, issue.6, pp.856-879, 2004.
DOI : 10.1002/nme.1092

P. W. Rowe, The Stress-Dilatancy Relation for Static Equilibrium of an Assembly of Particles in Contact, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, vol.269, issue.1339, pp.500-527, 1339.
DOI : 10.1098/rspa.1962.0193

N. Saikia, P. Sengupta, P. Gogoi, P. Borthakur, and . Feb, Hydration behaviour of lime???co-calcined kaolin???petroleum effluent treatment plant sludge, Cement and Concrete Research, vol.32, issue.2, pp.297-302, 2002.
DOI : 10.1016/S0008-8846(01)00676-7

J. Salençon, Mécanique des milieux continus -Tome 1: Concepts généraux, 2007.

R. Schofield and H. Samson, The Deflocculation of Kaolinite Suspensions and the Accompanying Change-Over from Positive to Negative Chloride Adsorption, Clay Minerals, vol.2, issue.9, 1953.
DOI : 10.1180/claymin.1953.002.9.08

L. Scholtès, F. Donzé, and . Feb, A DEM model for soft and hard rocks: Role of grain interlocking on strength, Journal of the Mechanics and Physics of Solids, vol.61, issue.2, pp.352-369, 2013.
DOI : 10.1016/j.jmps.2012.10.005

S. Bibliography, Traitement des sols à la chaux et/ou aux liants hydrauliques: application à la réalisation des assises de chaussées, 2007.

P. T. Sherwood, Soil Stabilization with Cement and Lime: State-of-the-Art Review, 1993.

I. S. Sokolnikoff, Thensor Analysis: Theory and Application, 1951.

I. S. Sokolnikoff, Mathematical Theory of Elasticity, 1956.

P. T. Stocker, Diffusion and diffuse cementation in lime and cement stabilised clayey soils -studies of plasticity and aggregation, Australian Road Research, vol.5, issue.6, pp.51-75, 1974.

J. Suebsuk, S. Horpibulsuk, and M. D. Liu, Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays, Computers and Geotechnics, vol.37, issue.7-8, pp.7-8, 2010.
DOI : 10.1016/j.compgeo.2010.08.002

J. Suebsuk, S. Horpibulsuk, and M. D. Liu, A critical state model for overconsolidated structured clays, Computers and Geotechnics, vol.38, issue.5, pp.648-658, 2011.
DOI : 10.1016/j.compgeo.2011.03.010

B. Szabo and I. Babuska, An Introduction to Finite Element Analysis, 2009.
DOI : 10.1002/9781119993834

B. Szabó and I. Babu?ka, Introduction to Finite Element Analysis: Formulation, Verification and Validation, 2011.
DOI : 10.1002/9781119993834

C. Tamagnini, R. Castellanza, and R. Nova, A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials, International Journal for Numerical and Analytical Methods in Geomechanics, vol.21, issue.10, pp.963-1004, 2002.
DOI : 10.1144/GSL.QJEG.1988.021.01.03

A. Tengattini, A. Das, G. D. Nguyen, G. Viggiani, S. Hall et al., A thermomechanical constitutive model for cemented granular materials with quantifiable internal variables. Part I???Theory, Journal of the Mechanics and Physics of Solids, vol.70, pp.281-296, 2014.
DOI : 10.1016/j.jmps.2014.05.021

H. Tremblay, S. Leroueil, and J. Locat, Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement, Canadian Geotechnical Journal, vol.3, issue.2, 2001.
DOI : 10.1016/0013-7952(75)90036-8

J. Van-der-lee, L. De-windt, V. Lagneau, and P. Goblet, Module-oriented modeling of reactive transport with HYTEC, Computers & Geosciences, vol.29, issue.3, pp.265-275, 2003.
DOI : 10.1016/S0098-3004(03)00004-9

URL : https://hal.archives-ouvertes.fr/hal-00564455

A. Vatsala, R. Nova, and B. R. Srinivasa-murthy, Elastoplastic Model for Cemented Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.8, pp.679-687, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:8(679)

W. W. Bibliography-wendlandt, Thermal methods of analysis, 1974.

L. D. Wesley, Some basic engineering properties of halloysite and allophane clays in Java, Indonesia, G??otechnique, vol.23, issue.4, pp.471-494, 1973.
DOI : 10.1680/geot.1973.23.4.471

A. E. Wissa, Effective stress-strength behavior of cemented soils, Massachusetts Institute of Technology, 1965.

R. Yong and T. Nagaraj, Investigation of fabric and compressibility of a sensitive clay, Proceedings of the International Symposium on Soft Clay, Asian Institute of Technology, pp.327-333, 1977.

W. Zhu, C. L. Zhang, and A. C. Chiu, Soil???Water Transfer Mechanism for Solidified Dredged Materials, Journal of Geotechnical and Geoenvironmental Engineering, vol.133, issue.5, pp.588-598, 2007.
DOI : 10.1061/(ASCE)1090-0241(2007)133:5(588)

O. Zienkiewicz and R. Taylor, The Finite Element Method: Solid and Fluid Mechanics Dynamics and Non-Linearity, 1991.

O. C. Zienkiewicz and R. L. Taylor, The Finite Element Method: Basic formulation and linear problems, 1989.

O. C. Zienkiewicz and R. L. Taylor, The Finite Element Method, 2000.

M. Zytynski, M. Randolph, R. Nova, and C. Wroth, On modelling the unloading-reloading behaviour of soils, International Journal for Numerical and Analytical Methods in Geomechanics, vol.34, issue.1, pp.87-93, 1978.
DOI : 10.1115/1.3607751

L. Alarcon-ruiz, G. Platret, E. Massieu, and A. Ehrlacher, The use of thermal analysis in assessing the effect of temperature on a cement paste, Cement and Concrete Research, vol.35, issue.3, pp.609-613, 2005.
DOI : 10.1016/j.cemconres.2004.06.015

A. Standard and D. , Standard Test Method for Using pH to Estimate the Soil? Lime Proportion Requirement for Soil Stabilization, pp.1-4, 2006.

B. Baudet and S. Stallebrass, A constitutive model for structured clays, G??otechnique, vol.54, issue.4, pp.269-278, 2004.
DOI : 10.1680/geot.2004.54.4.269

J. B. Burland, On the compressibility and shear strength of natural clays, G??otechnique, vol.40, issue.3, pp.329-378, 1990.
DOI : 10.1680/geot.1990.40.3.329

J. B. Burland, S. Rampello, V. N. Georgiannou, and G. Calabresi, A laboratory study of the strength of four stiff clays, G??otechnique, vol.46, issue.3, pp.491-514, 1996.
DOI : 10.1680/geot.1996.46.3.491

L. Callisto and S. Rampello, An interpretation of structural degradation for three natural clays, Canadian Geotechnical Journal, vol.42, issue.2, pp.392-407, 2004.
DOI : 10.1680/geot.1992.42.2.257

C. F. Chiu, W. Zhu, and C. L. Zhang, Yielding and shear behaviour of cement-treated dredged materials, Engineering Geology, vol.103, issue.1-2, pp.1-12, 2009.
DOI : 10.1016/j.enggeo.2008.07.007

N. C. Consoli, L. S. Da-lopes, P. D. Prietto, L. Festugato, and R. C. Cruz, Variables Controlling Stiffness and Strength of Lime-Stabilized Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.137, issue.6, pp.628-632, 2011.
DOI : 10.1061/(ASCE)GT.1943-5606.0000470

M. R. Coop and J. H. Atkinson, The mechanics of cemented carbonate sands, G??otechnique, vol.43, issue.1, pp.53-67, 1993.
DOI : 10.1680/geot.1993.43.1.53

F. Cotecchia and R. J. Chandler, A general framework for the mechanical behaviour of clays, G??otechnique, vol.50, issue.4, pp.431-447, 2000.
DOI : 10.1680/geot.2000.50.4.431

O. Cuisinier, F. Masrouri, M. Pelletier, F. Villieras, and R. Mosser-ruck, Microstructure of a compacted soil submitted to an alkaline PLUME, Applied Clay Science, vol.40, issue.1-4, pp.159-170, 2008.
DOI : 10.1016/j.clay.2007.07.005

URL : https://hal.archives-ouvertes.fr/hal-00329285

O. Cuisinier, J. Auriol, L. Borgne, T. Deneele, and D. , Microstructure and hydraulic conductivity of a compacted lime-treated soil, Engineering Geology, vol.123, issue.3, pp.187-193, 2011.
DOI : 10.1016/j.enggeo.2011.07.010

URL : https://hal.archives-ouvertes.fr/hal-00968652

S. K. Das, A. Mitra, and P. K. Das-poddar, Thermal analysis of hydrated calcium aluminates, Journal of Thermal Analysis, vol.29, issue.3, pp.765-774, 1996.
DOI : 10.1007/BF01981812

J. L. Eades and R. E. Grim, A quick test to determine lime requirements for lime stabilization, Highw. Res. Rec, vol.139, pp.61-72, 1966.

A. Gens and R. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks, Geotech. Eng. Hard Soils-Soft Rocks, vol.1, pp.485-494, 1993.

S. Horpibulsuk, M. D. Liu, D. S. Liyanapathirana, and J. Suebsuk, Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model, Computers and Geotechnics, vol.37, issue.1-2, pp.1-9, 2010.
DOI : 10.1016/j.compgeo.2009.06.007

S. Horpibulsuk, R. Rachan, A. Chinkulkijniwat, Y. Raksachon, and A. Suddeepong, Analysis of strength development in cement-stabilized silty clay from microstructural considerations, Construction and Building Materials, vol.24, issue.10, pp.2011-2021, 2010.
DOI : 10.1016/j.conbuildmat.2010.03.011

K. Lee, D. Chan, and K. Lam, Constitutive model for cement treated clay in a critical state frame work. Soils Found, pp.69-77, 2004.

S. Leroueil and P. R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks, G??otechnique, vol.40, issue.3, pp.467-488, 1990.
DOI : 10.1680/geot.1990.40.3.467

D. N. Little, Stabilization of Pavement Subgrades and Base Courses with Lime. National Lime Association, 1995.

M. D. Liu and J. P. Carter, A structured Cam Clay model, Canadian Geotechnical Journal, vol.22, issue.8, pp.1313-1332, 2002.
DOI : 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8

M. D. Liu and J. P. Carter, Volumetric Deformation of Natural Clays, International Journal of Geomechanics, vol.3, issue.2, pp.236-2521532, 2003.
DOI : 10.1061/(ASCE)1532-3641(2003)3:2(236)

R. C. Mackenzie, Differential thermal analysis, Fundamental Aspects, vol.1, 1970.

R. C. Mackenzie, Differential thermal analysis, Applications, 1972.

V. Malandraki and D. G. Toll, Triaxial Tests on Weakly Bonded Soil with Changes in Stress Path, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.3, pp.282-291, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:3(282)

N. Maubec, Approche multi-echelle du traitement des sols a la chaux. Etudes des intéractions avec les argiles, 2010.
URL : https://hal.archives-ouvertes.fr/hal-00595053

Z. Metelková, J. Bohá?, R. P?ikryl, and I. Sedlá?ová, Maturation of loess treated with variable lime admixture: Pore space textural evolution and related phase changes, Applied Clay Science, vol.61, 2012.
DOI : 10.1016/j.clay.2012.03.008

M. Wood, D. North, J. M. Becker, J. G. Seagren, E. A. Ramirez et al., Soil Behaviour and Critical State Soil Mechanics Methods for quantifying lime incorporation into dewatered sludge. I: Bench-scale evaluation, J. Environ. Eng, vol.134, pp.750-761, 1991.

R. Nova, R. Castellanza, and C. Tamagnini, A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, International Journal for Numerical and Analytical Methods in Geomechanics, vol.12, issue.9, pp.705-732, 2003.
DOI : 10.1680/geot.1962.12.3.226

P. J. Oliveira, A. A. Correia, and M. R. Garcia, Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized Soil, Journal of Geotechnical and Geoenvironmental Engineering, vol.139, issue.5, pp.810-820, 2013.
DOI : 10.1061/(ASCE)GT.1943-5606.0000762

E. Pomakhina, D. Deneele, A. Gaillot, M. Paris, and G. Ouvrard, 29Si solid state NMR investigation of pozzolanic reaction occurring in lime-treated Ca-bentonite, Cement and Concrete Research, vol.42, issue.4, pp.626-632
DOI : 10.1016/j.cemconres.2012.01.008

URL : https://hal.archives-ouvertes.fr/hal-00864696

C. D. Rogers and S. Glendinning, The role of lime migration in lime pile stabilization of slopes, Quarterly Journal of Engineering Geology and Hydrogeology, vol.29, issue.4, pp.273-284, 1996.
DOI : 10.1144/GSL.QJEGH.1996.029.P4.02

K. H. Roscoe and J. B. Burland, On the generalized stress-strain behaviour of wet clay, Eng. Plast, pp.535-609, 1968.

G. V. Rotta, N. C. Consoli, P. D. Prietto, M. R. Coop, and J. Graham, Isotropic yielding in an artificially cemented soil cured under stress, G??otechnique, vol.53, issue.5, pp.493-501, 2003.
DOI : 10.1680/geot.2003.53.5.493

N. J. Saikia, P. Sengupta, P. K. Gogoi, and P. C. Borthakur, Hydration behaviour of lime???co-calcined kaolin???petroleum effluent treatment plant sludge, Cement and Concrete Research, vol.32, issue.2, pp.297-302, 2002.
DOI : 10.1016/S0008-8846(01)00676-7

A. N. Schofield and C. P. Wroth, Critical State Soil Mechanics, 1968.

P. T. Stocker, Diffusion and diffuse cementation in lime and cement stabilised clayey soils ? studies of plasticity and aggregation, Aust. Road Res, vol.5, pp.51-75, 1974.

G. Stoltz, O. Cuisinier, and F. Masrouri, Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil, Applied Clay Science, vol.61, pp.44-51, 2012.
DOI : 10.1016/j.clay.2012.04.001

URL : https://hal.archives-ouvertes.fr/hal-01418382

J. Suebsuk, S. Horpibulsuk, and M. D. Liu, Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays, Computers and Geotechnics, vol.37, issue.7-8, pp.956-968, 2010.
DOI : 10.1016/j.compgeo.2010.08.002

J. Suebsuk, S. Horpibulsuk, and M. D. Liu, A critical state model for overconsolidated structured clays, Computers and Geotechnics, vol.38, issue.5, pp.648-658, 2011.
DOI : 10.1016/j.compgeo.2011.03.010

M. R. Thompson, Shear Strength and Elastic Properties of Lime?Soil Mixtures, Bureau of Public Roads, 1965.

A. Vatsala, R. Nova, and B. R. Srinivasa-murthy, Elastoplastic Model for Cemented Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.8, pp.679-687, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:8(679)

A. E. Wissa, Effective Stress?Strength Behavior of Cemented Soils, Thesis (Sc. D.)) Massachusetts Institute of Technology, 1965.

W. Zhu, C. L. Zhang, and A. C. Chiu, Soil???Water Transfer Mechanism for Solidified Dredged Materials, Journal of Geotechnical and Geoenvironmental Engineering, vol.133, issue.5, pp.588-5981090, 2007.
DOI : 10.1061/(ASCE)1090-0241(2007)133:5(588)

V. Robin, Chemo-mechanical modelling of lime treated soils, Applied Clay Science, vol.95, 2014.
DOI : 10.1016/j.clay.2014.04.015

URL : https://hal.archives-ouvertes.fr/hal-01418282

H. Ahnberg, On yield stresses and the influence of curing stresses on stress paths and strength measured in triaxial testing of stabilized soils, Canadian Geotechnical Journal, vol.32, issue.2, pp.54-66, 2007.
DOI : 10.1139/t95-023

A. G. Anagnostopoulos, N. Kalteziotis, G. K. Tsiambaos, and M. Kavvadas, Geotechnical properties of the Corinth Canal marls, Geotechnical and Geological Engineering, vol.21, issue.4, pp.1-26, 1991.
DOI : 10.1007/978-3-642-86244-1

A. Balasubramaniam, B. Buessucesco, Y. E. Oh, M. W. Bolton, D. Bergado et al., Strength degradation 389 and critical state seeking behaviour of lime treated soft clay, International Conference on Deep Mixing-Best Practice 390 and Recent Advances, pp.35-40, 2005.

B. Baudet and S. Stallebrass, A constitutive model for structured clays, G??otechnique, vol.54, issue.4, pp.269-278, 2004.
DOI : 10.1680/geot.2004.54.4.269

J. B. Burland, On the compressibility and shear strength of natural clays, G??otechnique, vol.40, issue.3, pp.329-378, 1990.
DOI : 10.1680/geot.1990.40.3.329

J. B. Burland, S. Rampello, V. N. Georgiannou, and G. Calabresi, A laboratory study of the strength of four stiff clays, 1996.

L. Callisto and G. Calabresi, Mechanical behaviour of a natural soft clay, G??otechnique, vol.48, issue.4, pp.495-513, 1998.
DOI : 10.1680/geot.1998.48.4.495

L. Callisto and S. Rampello, An interpretation of structural degradation for three natural clays, Canadian Geotechnical Journal, vol.42, issue.2, pp.392-407, 2004.
DOI : 10.1680/geot.1992.42.2.257

N. C. Consoli, L. D. Lopes, P. D. Prietto, L. Festugato, and R. C. Cruz, Variables Controlling Stiffness and Strength of Lime-Stabilized Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.137, issue.6, pp.628-632, 2011.
DOI : 10.1061/(ASCE)GT.1943-5606.0000470

F. Cotecchia and R. J. Chandler, A general framework for the mechanical behaviour of clays, G??otechnique, vol.50, issue.4, pp.431-447, 2000.
DOI : 10.1680/geot.2000.50.4.431

O. Cuisinier, J. Auriol, L. Borgne, T. Deneele, and D. , Microstructure and hydraulic conductivity of a compacted lime-treated soil, Engineering Geology, vol.123, issue.3, pp.187-193, 2011.
DOI : 10.1016/j.enggeo.2011.07.010

URL : https://hal.archives-ouvertes.fr/hal-00968652

O. Cuisinier, F. Masrouri, M. Pelletier, F. Villieras, and R. Mosser-ruck, Microstructure of a compacted soil submitted 406 to an alkaline PLUME, Applied Clay Science, vol.40, pp.1-4, 2008.

A. Gens and R. Nova, Conceptual bases for a constitutive model for bonded soils and weak rocks. Geotechnical engineering 408 of hard soils-soft rocks, pp.485-494, 1993.

S. Horpibulsuk, M. D. Liu, D. S. Liyanapathirana, and J. Suebsuk, Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model, Computers and Geotechnics, vol.37, issue.1-2, pp.1-9, 2010.
DOI : 10.1016/j.compgeo.2009.06.007

M. Kavvadas and A. Amorosi, A constitutive model for structured soils, G??otechnique, vol.50, issue.3, pp.263-273, 2000.
DOI : 10.1680/geot.2000.50.3.263

R. Lagioia and R. Nova, An experimental and theoretical study of the behaviour of a calcarenite in triaxial compression, G??otechnique, vol.45, issue.4, 1995.
DOI : 10.1680/geot.1995.45.4.633

C. Lapierre, S. Leroueil, and J. Locat, Mercury intrusion and permeability of Louiseville clay, Canadian Geotechnical Journal, vol.27, issue.6, pp.761-773, 1990.
DOI : 10.1139/t90-090

S. Leroueil and P. R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks, Géotechnique, vol.417, issue.3, pp.40-467, 1990.

D. N. Little, Stabilization of pavement subgrades and base courses with lime, 1995.

M. D. Liu and J. P. Carter, A structured Cam Clay model, Canadian Geotechnical Journal, vol.22, issue.8, pp.1313-1332, 2002.
DOI : 10.1002/(SICI)1096-9853(199808)22:8<621::AID-NAG937>3.0.CO;2-8

M. D. Liu and J. P. Carter, Volumetric Deformation of Natural Clays, International Journal of Geomechanics, vol.3, issue.2, pp.236-252, 2003.
DOI : 10.1061/(ASCE)1532-3641(2003)3:2(236)

V. Malandraki and D. G. Toll, Triaxial Tests on Weakly Bonded Soil with Changes in Stress Path, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.3, pp.282-291, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:3(282)

L. D. Nguyen, B. Fatahi, and H. Khabbaz, A constitutive model for cemented clays capturing cementation degradation, International Journal of Plasticity, vol.56, issue.56, pp.1-18, 2014.
DOI : 10.1016/j.ijplas.2014.01.007

R. Nova, R. Castellanza, and C. Tamagnini, A constitutive model for bonded geomaterials subject to mechanical and/or chemical degradation, International Journal for Numerical and Analytical Methods in Geomechanics, vol.12, issue.9, pp.705-732, 2003.
DOI : 10.1680/geot.1962.12.3.226

P. V. Oliveira, Effect of Stress Level and Binder Composition on Secondary Compression of an Artificially Stabilized 428, 2013.

S. Rampello and L. Callisto, A study on the subsoil of the Tower of Pisa based on results from standard and high-quality samples, Canadian Geotechnical Journal, vol.1, issue.7, pp.1074-1092, 1998.
DOI : 10.1144/gsjgs.125.1.0373

F. Richards, A Flexible Growth Function for Empirical Use, Journal of Experimental Botany, vol.10, issue.2, pp.290-300, 1959.
DOI : 10.1093/jxb/10.2.290

V. Robin, O. Cuisinier, F. Masrouri, and A. A. Javadi, Chemo-mechanical modelling of lime treated soils Applied Clay 433, Science, vol.95, pp.211-219, 2014.

K. H. Roscoe and J. B. Burland, On the generalized stress-strain behaviour of wet clay. Engineering Plasticity, pp.535-609, 1968.

G. V. Rotta, N. C. Consoli, P. D. Prietto, M. R. Coop, and J. Graham, Isotropic yielding in an artificially cemented soil cured under stress, G??otechnique, vol.53, issue.5, pp.493-501, 2003.
DOI : 10.1680/geot.2003.53.5.493

J. Suebsuk, S. Horpibulsuk, and M. D. Liu, A critical state model for overconsolidated structured clays, Computers and Geotechnics, vol.38, issue.5, pp.648-658, 2011.
DOI : 10.1016/j.compgeo.2011.03.010

H. Tremblay, S. Leroueil, and J. Lo-cat, Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement, Canadian Geotechnical Journal, vol.3, issue.2, pp.567-579, 2001.
DOI : 10.1016/0013-7952(75)90036-8

A. Vatsala, R. Nova, and B. R. Srinivasa-murthy, Elastoplastic Mo del for Cemented Soils, Journal of Geotechnical, p.442, 2001.

A. E. Wissa, C. C. Ladd, and T. W. Lambe, Effective stress strength parameters of stabilized soils. In: International 444 conference on soil mechanics and foundation engineering, pp.412-416, 1965.

R. Yong and T. Nagara-j, Investigation of fabric and compressibility of a sensitive clay, Pro ceedings of the International 446 Symposium on Soft Clay, Asian Institute of Technology, pp.327-333, 1977.