2. Modélisation-physique, 121 4.2.1 Description des composants du modèle, p.126

3. Modélisation-physique, 131 4.3.1 Description des composants du modèle, p.134

. Walker, Modélisation par éléments discrets : ventre stable, p.33, 2007.

.. Du-clou, Hauteur de chargement critique h s en fonction de la hauteur, p.86

E. Lozère, ?. Courbes-force-enfoncement-et-force-flèche-du-mur, and .. , 150 4.31 Inclinaison du vérin ? essai Lozère 3, p.152

.. Déplacements-du-parement-le-long-de-la-coupe-médiane-verticale-?-essais-lozère, 153 4.36 Efforts tangentiels et normaux s'exerçant sur un joint, p.155

.. De-ciment and .. Frottement-entre-le-clou-et-les-rouleaux-de-schneebeli, 212 C.3 Cisaillement direct du sol de Ouaco : courbe sigma 214 C.5 Cisaillement direct sur sable d'Hostun : courbe sigma-tau 216 C.6 Cisaillement direct sur sable d'Hostun à 13 216 C.7 Cisaillement direct sur sable d'Hostun à 14 217 C.9 Cisaillement direct sur sable d'Hostun à 15 218 C.10 Cisaillement direct sur sable d'Hostun à 16, C.1 Cisaillement direct sur épontes de mortier 218 C.11 Cisaillement direct sur assemblage de briques . . . . . . . . . . . . . . . . . . . . . . 219 C.12 Granulométrie du gravier roulé de Bellegarde . . . . . . . . . . . . . . . . . . . . . . 220 C.13 Cisaillement direct sur épontes de calcaire sciées, p.221

.. Du-clouage, Configuration de référence pour l'optimisation, p.80

.. Paramètres-des-clous-sur-ouvrage-en-briques-de-ciment, 165 5.5 Paramètres physiques utilisés dans les modélisations, p.168

.. Paramètres-variables-testés-sur-les-géométries-déformées, 175 5.10 Propriétés physiques utilisés pour l'étude des géométries déformées, p.175

.. 'hostun, 215 C.2 Pesée hydrostatique, p.222

L. Câble-sur, 233 F.1 Déplacements maximaux mesurés par les capteurs à câble durant l'essai Lozère, p.235

L. Abdou, R. A. Saada, F. Meftah, and A. Mebarki, Experimental investigations of the joint-mortar behaviour, Mechanics Research Communications, vol.33, issue.3, pp.370-384, 2006.
DOI : 10.1016/j.mechrescom.2005.02.026
URL : https://hal.archives-ouvertes.fr/hal-00693762

. Acary, Contribution à la modélisation mécanique et numérique des édifices maçonnés, Thèse de Doctorat, p.34, 2001.

L. R. Alejano, M. Veiga, J. Taboada, and M. Diez-farto, Stability of granite drystone masonry retaining walls: I. Analytical design, G??otechnique, vol.62, issue.11, pp.1013-1025, 2012.
DOI : 10.1680/geot.10.P.112

C. Amadio and S. Rajgelj, Shear behavior of brick-mortar joints, Masonry International, vol.5, pp.19-22, 1991.

E. D. Andersen, On Primal and Dual Infeasibility Certificates in a Homogeneous Model for Convex Optimization, SIAM Journal on Optimization, vol.11, issue.2, pp.380-388, 2000.
DOI : 10.1137/S1052623499353145

E. D. Andersen, Certificates of primal and dual infeasibility in linear programming, Computational Optimization and Applications, vol.20, issue.2, pp.171-183, 2001.
DOI : 10.1023/A:1011259103627

E. D. Andersen and K. D. Andersen, The Mosek Interior Point Optimizer for Linear Programming: An Implementation of the Homogeneous Algorithm, pp.197-232, 2000.
DOI : 10.1007/978-1-4757-3216-0_8

E. D. Andersen and K. D. Andersen, Mosek aps, 2017. URL https, p.95

E. D. Andersen, C. Roos, and T. Terlaky, On implementing a primal-dual interior-point method for conic quadratic optimization, Mathematical Programming, vol.95, issue.2, pp.249-277, 2003.
DOI : 10.1007/s10107-002-0349-3

. Anthoine, Derivation of the in-plane elastic characteristics of masonry through homogenization theory, International Journal of Solids and Structures, vol.32, issue.2, pp.137-163, 1995.
DOI : 10.1016/0020-7683(94)00140-R

A. S. Arya and V. P. Gupta, Retaining wall for hill roads. Indian Roads Congress, pp.44-45, 1983.

A. Astm-e, 519-02 Standard test method for diagonal tension (shear) in masonry assemblages, p.47, 2002.

R. H. Atkinson, B. P. Amadei, S. Saeb, and S. Sture, Response of Masonry Bed Joints in Direct Shear, Journal of Structural Engineering, vol.115, issue.9, pp.2277-96, 1989.
DOI : 10.1061/(ASCE)0733-9445(1989)115:9(2276)

S. B. Bati, G. Ranocchiai, and L. Rovero, A micromechanical model for linear homogenization of brick masonry, Materials and Structures, vol.57, issue.A, pp.22-30, 1999.
DOI : 10.1098/rspa.1957.0133
URL : http://www.springer.com/cda/content/document/productFlyer/productFlyer_11527.pdf?SGWID=0-0-1297-74842571-0

G. Baudouin, F. Rosquoet, J. Canou, J. Dupla, L. Thorel et al., Rault et I. Andria-Ntoanina. Caractérisation mécanique d'un mélange de sables d'Hostun, Journées Nationales de Géotechnique et de Géologie de l'Ingénieur, pp.491-498, 2008.

L. Binda, A. Fontana, and G. Mirabella, Mechanical behavior and stress distribution in multipleleaf stone wall, Proceedings of 10 th international brick block masonry conference, p.45, 1994.

A. Borri, G. Castori, M. Corradi, and E. Speranzini, Shear behavior of unreinforced and reinforced masonry panels subjected to in situ diagonal compression tests, Construction and Building Materials, vol.25, issue.12, pp.4403-4414, 2011.
DOI : 10.1016/j.conbuildmat.2011.01.009

K. C. Brady and J. Kavanagh, Analysis of the stability of masonry-faced earth retaining walls. Rapport technique, Transport Research Foundation, p.38, 2002.

J. Burgoyne, Revetments or retaining walls. Corps of Royal Engineers Paper, pp.154-159, 1853.

C. , A. Muraillers-de-provence, and C. , Guide des bonnes pratiques de construction des murs de soutènement en pierre sèche, CAPEB, vol.17, issue.19, p.20, 2008.

K. Cecchi and . Sab, Discrete and continuous models for in plane loaded random elastic brickwork, European Journal of Mechanics - A/Solids, vol.28, issue.3, pp.610-625, 2009.
DOI : 10.1016/j.euromechsol.2008.10.007
URL : https://hal.archives-ouvertes.fr/hal-00516666

Y. C. Chan, Study of old masonry retaining walls in Hong Kong. Rapport technique, p.49, 1996.

M. Claxton, R. A. Hart, P. F. Mccombie, and P. Walker, Rigid Block Distinct-Element Modeling of Dry-Stone Retaining Walls in Plane Strain, Journal of Geotechnical and Geoenvironmental Engineering, vol.131, issue.3, pp.381-389, 2005.
DOI : 10.1061/(ASCE)1090-0241(2005)131:3(381)

F. Cluni and V. Gusella, Homogenization of non-periodic masonry structures, International Journal of Solids and Structures, vol.41, issue.7, pp.1911-1923, 2004.
DOI : 10.1016/j.ijsolstr.2003.11.011

A. Colas, Mécanique des murs de soutènement en pierre sèche : modélisation par le calcul à la rupture et expérimentation échelle 1 École Nationale des Travaux Publics de l'État, Thèse de Doctorat, École Centrale de Lyon, pp.61-161, 2009.

A. Colas, J. Morel, and D. Garnier, Full-scale field trials to assess dry-stone retaining wall stability. Engineering Structures, pp.1215-1222, 2010.
DOI : 10.1016/j.engstruct.2009.12.047
URL : https://hal.archives-ouvertes.fr/hal-00528236

C. Constable, Retaining walls ? an attempt to reconcile theory with practice, pp.67-75

M. R. Cooper, Deflections and failure modes in dry-stone retaining walls, Ground Engineering, vol.19, issue.26, pp.40-45, 1986.

P. De-buhan and G. De-felice, A homogenization approach to the ultimate strength of brick masonry Journal of the Mechanics and Physics of Solids, pp.1085-1104, 1997.

G. De-felice, A. Amorosi, and A. Malena, Elasto-plastic analysis of block structures through a homogenization method, International Journal for Numerical and Analytical Methods in Geomechanics, vol.128, issue.Serie II, pp.221-247, 2010.
DOI : 10.1002/nag.697

G. Delage, E. Petit, and . De-laure, Interaction sol-clou : étude à la boîte de cisaillement, p.133, 1989.

M. Drdácký, F. Fratini, D. Frankeová, and Z. Sli?-zková, The roman mortars used in the construction of the, ) ? A comprehensive assessment. Construction and Building Materials, 38, pp.1117-1128, 2013.

G. Falsone and M. Lombardo, Stochastic representation of the mechanical properties of irregular masonry structures, International Journal of Solids and Structures, vol.44, issue.25-26, pp.8600-8612, 2007.
DOI : 10.1016/j.ijsolstr.2007.06.030
URL : https://doi.org/10.1016/j.ijsolstr.2007.06.030

E. Flavigny, J. Desrues, and B. Palayer, Note technique ? le sable d'Hostun RF. Revue Française de Géotechnique, pp.67-70, 1990.
DOI : 10.1051/geotech/1990053067
URL : https://www.geotechnique-journal.org/articles/geotech/pdf/1990/04/geotech1990053p67.pdf

R. C. Flint, P. D. Jackson, and D. M. Mccann, Geophysical imaging inside masonry structures, NDT & E International, vol.32, issue.8, pp.469-479, 1999.
DOI : 10.1016/S0963-8695(99)00024-9

I. M. Gitman, H. Askes, and L. J. Sluys, Representative volume: Existence and size determination, Engineering Fracture Mechanics, vol.74, issue.16, pp.2518-2534, 2007.
DOI : 10.1016/j.engfracmech.2006.12.021

V. Gusella and F. Cluni, Random field and homogenization for masonry with nonperiodic microstructure, Journal of Mechanics of Materials and Structures, vol.272, issue.2, pp.357-386, 2006.
DOI : 10.1016/S0022-5096(00)00027-2
URL : http://msp.org/jomms/2006/1-2/jomms-v1-n2-p09-s.pdf

H. C. Hardiyatmo, Approche experimentale du dimensionnement des massifs renforcés à parement cellulaire, Thèse de Doctorat, p.122, 1995.

M. Harkness, W. Powrie, X. Zhang, K. C. Brady, and M. P. O-'reilly, Numerical modelling of full-scale tests on drystone masonry retaining walls, G??otechnique, vol.50, issue.2, pp.165-179, 2000.
DOI : 10.1680/geot.2000.50.2.165

J. Heyman, The stone skeleton, International Journal of Solids and Structures, vol.2, issue.2, pp.249-279, 1966.
DOI : 10.1016/0020-7683(66)90018-7

M. Jean, The non-smooth contact dynamics method Computer methods in applied mechanics and engineering, pp.235-257, 1999.
DOI : 10.1016/s0045-7825(98)00383-1

S. Lcpc, Défauts apparents des ouvrages d'art en maçonnerie. Rapport technique, Direction des Routes, 1921.

H. H. Le, D. Garnier, A. Colas, B. Terrade, and J. Morel, 3D homogenised strength criterion for masonry: Application to drystone retaining walls, Journal of the Mechanics and Physics of Solids, vol.95, pp.239-253, 2016.
DOI : 10.1016/j.jmps.2016.05.021
URL : https://hal.archives-ouvertes.fr/hal-01366755

H. H. Le, Stabilité des murs de soutènement routiers en pierre sèche : Modélisation 3D par le calcul à la rupture et expérimentation échelle 1, Thèse de Doctorat, pp.61-132, 2013.

Y. Lee and S. Pietruszczak, Application of critical plane approach to the prediction of strength anisotropy in transversely isotropic rock masses, International Journal of Rock Mechanics and Mining Sciences, vol.45, issue.4, pp.513-523, 2008.
DOI : 10.1016/j.ijrmms.2007.07.017

D. Liberatore, N. Masini, L. Sorrentino, V. Racina, L. Frezza et al., A static penetration test for masonry mortar, SAHC2014 ? 9 th International Conference on Structural Analysis of Historical Constructions, p.50, 2014.
DOI : 10.1016/j.conbuildmat.2016.07.097

I. Lombillo, C. Thomas, L. Villegas, J. P. Fernandez-alvarez, and J. Norambuena-contreras, Mechanical characterization of rubble stone masonry walls using non and minor destructive tests, Construction and Building Materials, 43, pp.266-277
DOI : 10.1016/j.conbuildmat.2013.02.007

A. Lootvoet, Technologie des maçonneries. Laboratoire Central des Ponts et Chaussés, p.49, 1981.

J. Lopez, S. Oller, E. Oñate, and J. Lubliner, A homogeneous constitutive model for masonry, International Journal for Numerical Methods in Engineering, vol.33, issue.10, pp.1651-1671, 1999.
DOI : 10.1108/02644409510799587

H. R. Lotfi and P. B. Shing, An appraisal of smeared crack models for masonry shear wall analysis, Computers & Structures, vol.41, issue.3, pp.413-425, 1991.
DOI : 10.1016/0045-7949(91)90134-8

H. R. Lotfi and P. B. Shing, Interface Model Applied to Fracture of Masonry Structures, Journal of Structural Engineering, vol.120, issue.1, pp.63-80, 1994.
DOI : 10.1061/(ASCE)0733-9445(1994)120:1(63)

P. B. Lourenço and J. G. Rots, Multisurface Interface Model for Analysis of Masonry Structures, Journal of Engineering Mechanics, vol.123, issue.7, pp.660-668, 1997.
DOI : 10.1061/(ASCE)0733-9399(1997)123:7(660)

P. B. Lourenço, R. De-borst, and J. G. Rots, A plane stress softening plasticity model for orthotropic materials, International Journal for Numerical Methods in Engineering, vol.38, issue.21, pp.4033-4057, 1997.
DOI : 10.1098/rspa.1948.0045

P. B. Lourenço, J. G. Rots, and J. Blaauwendraad, Continuum Model for Masonry: Parameter Estimation and Validation, Journal of Structural Engineering, vol.124, issue.6, pp.642-652, 1998.
DOI : 10.1061/(ASCE)0733-9445(1998)124:6(642)

P. B. Lourenço, J. O. Barros, and J. T. Oliveira, Shear testing of stack bonded masonry, Construction and Building Materials, vol.18, issue.2, pp.125-132, 2004.
DOI : 10.1016/j.conbuildmat.2003.08.018

R. Luciano and E. Sacco, Homogenization technique and damage model for old masonry material, International Journal of Solids and Structures, vol.34, issue.24, pp.3191-3208, 1997.
DOI : 10.1016/S0020-7683(96)00167-9

G. Magenes, Seismic behavior of brick masonry : strength and failure mechanisms, Thèse de Doctorat, p.45, 1992.

C. Maierhofer and S. Leipold, Radar investigation of masonry structures, NDT & E International, vol.34, issue.2, pp.139-147, 2001.
DOI : 10.1016/S0963-8695(00)00038-4

A. Makrodimopoulos and C. M. Martin, Upper bound limit analysis using discontinuous quadratic displacement fields, Communications in Numerical Methods in Engineering, vol.45, issue.11, pp.911-927, 2008.
DOI : 10.1007/978-1-4613-3449-1_6

E. C. Manning, L. F. Ramos, and F. Fernandes, Tube-jack testing : regular masonry wall testing, SAHC2014 ? 9 th International Conference on Structural Analyis of Historical Construction, p.50, 2014.
DOI : 10.1201/9781315616995-108

M. Mccann and M. C. Forde, Review of NDT methods in the assessment of concrete and masonry structures, NDT & E International, vol.34, issue.2, pp.71-84, 2001.
DOI : 10.1016/S0963-8695(00)00032-3

. Milani, 3D upper bound limit analysis of multi-leaf masonry walls, International Journal of Mechanical Sciences, vol.50, issue.4, pp.817-836, 2008.
DOI : 10.1016/j.ijmecsci.2007.11.003

Y. W. Milani, P. B. Esquivel, B. Lourenço, D. V. Riveiro, and . Oliveira, Characterization of the response of quasi-periodic masonry: Geometrical investigation, homogenization and application to the Guimar??es castle, Portugal, Engineering Structures, vol.56, issue.37, pp.621-641, 2013.
DOI : 10.1016/j.engstruct.2013.05.040

P. B. Milani and G. , Monte Carlo homogenized limit analysis model for randomly assembled blocks in-plane loaded, Computational Mechanics, vol.63, issue.1???4, pp.827-849, 2010.
DOI : 10.1007/s00466-010-0514-0

J. Milosevic, A. S. Gago, M. Lopes, and R. Bento, Experimental assessment of shear strength parameters on rubble stone masonry specimens, Construction and Building Materials, vol.47, pp.1372-1380, 2013.
DOI : 10.1016/j.conbuildmat.2013.06.036

K. Mori and . Tanaka, Average stress in matrix and average elastic energy of materials with misfitting inclusions, Acta Metallurgica, vol.21, issue.5, pp.571-574, 1973.
DOI : 10.1016/0001-6160(73)90064-3

C. Mundell, P. Mccombie, C. Bailey, A. Heath, and P. Walker, Limit-equilibrium assessment of drystone retaining structures, Proceedings of the Institution of Civil Engineers Geotechnical Engineering, pp.203-212, 2009.
DOI : 10.1680/geng.2009.162.4.203
URL : http://opus.bath.ac.uk/14634/1/Mundell_McCombie.pdf

J. J. Oetomo, Comportement à la rupture des murs de soutènement en pierre sèche : une modélisation par approche discrète, Thèse de Doctorat, pp.33-189, 2014.

M. O. Reilly and J. Perry, Drystone retaining walls and their modifications ? conditions appraisal and remedial treatment, p.22, 2009.

G. N. Pande, J. X. Liang, and J. Middleton, Equivalent elastic moduli for brick masonry, Computers and Geotechnics, vol.8, issue.3, pp.243-265, 1989.
DOI : 10.1016/0266-352X(89)90045-1

H. S. Park, Mise en place de canalisation par microtunnelage, interaction en frottement solcanalisation, Thèse de Doctorat, Institut National des Sciences Appliquées de Lyon, p.133, 1997.

P. Pegon and A. Anthoine, Numerical strategies for solving continuum damage problems with softening: Application to the homogenization of Masonry, Computers & Structures, vol.64, issue.1-4, pp.623-642, 1997.
DOI : 10.1016/S0045-7949(96)00153-8

L. Pelà, A. Peverini, L. Garijo, and P. Roca, Experimental calibration of in-situ sampling and testing of historical masonry, SAHC2014 ? 9 th International Conference on Structural Analysis of Historical Constructions, p.50, 2014.

D. Poineau and A. Bouineau, Réparation et renforcement des maçonneries 6.1 Généralités et préparation des travaux, Syndicat National des Entrepreneurs Spécialistes de Travaux de Réparation et Renforcement de Structures (STRRES), 1921.

D. Poineau and A. Bouineau, Réparation et renforcement des maçonneries 6.2 Réparation nonstructurale, Syndicat National des Entrepreneurs Spécialistes de Travaux de Réparation et Renforcement de Structures (STRRES), p.22, 2011.

D. Poineau and A. Bouineau, Réparation et renforcement des maçonneries 6.3 Réparation et renforcement structuraux, Syndicat National des Entrepreneurs Spécialistes de Travaux de Réparation et Renforcement de Structures (STRRES), p.23, 2011.

L. Portioli, C. Cascini, and M. Casapulla, Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming. Engineering Structures, pp.232-247, 2013.
DOI : 10.1016/j.engstruct.2013.09.029

W. Powrie, R. M. Harkness, X. Zhang, and D. I. Bush, Deformation and failure modes of drystone retaining walls, G??otechnique, vol.52, issue.6, pp.435-446, 2002.
DOI : 10.1680/geot.2002.52.6.435

A. Qaisar, I. B. Yasir, A. Naveed, A. Bashir, R. Shahzad et al., Experimental investigation on the characterization of solid clay brick masonry for lateral shear strength evaluation, International Journal of Earth Sciences and Engineering, vol.5, pp.782-791, 2012.

J. Quezada, E. Vincens, R. Mouterde, and J. Morel, 3D failure of a scale-down dry stone retaining wall: A DEM modelling, Engineering Structures, vol.117, pp.506-517, 2016.
DOI : 10.1016/j.engstruct.2016.03.020

M. Roberti, L. Binda, and G. Cardani, Numerical modelling of shear bond tests on small brickmasonry assemblages. Dans Computer methods in structural masonry, pp.144-153, 1997.

K. Sab, Overall ultimate yield strength of a quasi-periodic masonry, Comptes Rendus M??canique, vol.337, issue.8, pp.603-609, 2009.
DOI : 10.1016/j.crme.2009.06.034
URL : https://hal.archives-ouvertes.fr/hal-00517819

J. Salençon, Calcul à la rupture et analyse limite, p.97, 1983.

. Schneebeli, Une mécanique pour les terres sans cohésion Compte rendus des séances de l'Académie des Sciences, pp.2647-2673, 1956.

B. Shieh-beygi and S. Pietruszczak, Numerical analysis of structural masonry: mesoscale approach, Computers & Structures, vol.86, issue.21-22, pp.1958-1973, 2008.
DOI : 10.1016/j.compstruc.2008.05.007

C. Thelin, K. Balksten, and F. Höst, Collapse and rebuilding of a medieval city wall ? An assessment of the structure and material, SAHC2014 ? 9 th International Conference on Structural Analysis of Historical Constructions, p.22, 2014.

F. Thierry, E. Boete, M. Lefebvre, and J. Desille, IQOA Murs Campagne d'évaluation 2010 Dossier national. Rapport technique, Sétra ? Service d'études sur les transports, les routes et leurs aménagements, p.49, 2011.

V. H. Tran, E. Vincens, J. Morel, F. Dedecker, and H. H. Le, 2D-DEM modelling of the formwork removal of a rubble stone masonry bridge, Engineering Structures, vol.75, pp.448-456, 2014.
DOI : 10.1016/j.engstruct.2014.05.048

S. Ushaksaraei and . Pietruszczak, Failure Criterion for Structural Masonry based on Critical Plane Approach, Journal of Engineering Mechanics, vol.128, issue.7, pp.769-778, 2002.
DOI : 10.1061/(ASCE)0733-9399(2002)128:7(769)

G. Vasconcelos and P. B. Lourenço, Experimental characterization of stone masonry in shear and compression, Construction and Building Materials, vol.23, issue.11, pp.3337-3345, 2009.
DOI : 10.1016/j.conbuildmat.2009.06.045

B. Villemus, Étude des murs de soutènement en maçonnerie de pierres sèches École Nationale des Travaux Publics de l'État, Thèse de Doctorat, pp.172-179, 2004.

B. Villemus, J. Morel, and C. Boutin, Experimental assessment of dry stone retaining wall stability on a rigid foundation, Engineering Structures, vol.29, issue.9, pp.2124-2132, 2007.
DOI : 10.1016/j.engstruct.2006.11.007
URL : https://hal.archives-ouvertes.fr/hal-00941189

P. Walker and J. G. Dickens, Stability of medieval dry-stone walls in Zimbabwe, G??otechnique, vol.45, issue.1, pp.141-147, 1995.
DOI : 10.1680/geot.1995.45.1.141

P. Walker, P. Mccombie, and M. Claxton, Plane strain numerical model for drystone retaining walls, Proceedings of the Institution of Civil Engineers Geotechnical Engineering, pp.97-103, 2007.
DOI : 10.1680/geng.2007.160.2.97

X. Zhang, N. C. Koutsabeloulis, S. Hope, and A. Pearce, A finite element analysis for the stability of drystone masonry retaining walls, G??otechnique, vol.54, issue.1, pp.57-60, 2004.
DOI : 10.1680/geot.2004.54.1.57

A. Zucchini and P. B. Lourenço, A micro-mechanical model for the homogenisation of masonry, International Journal of Solids and Structures, vol.39, issue.12, pp.3233-3255, 2002.
DOI : 10.1016/S0020-7683(02)00230-5

A. Zucchini and P. B. Lourenço, A coupled homogenisation???damage model for masonry cracking, Computers & Structures, vol.82, issue.11-12, pp.917-929, 2004.
DOI : 10.1016/j.compstruc.2004.02.020

A. Zucchini and P. B. Lourenço, Mechanics of masonry in compression: Results from a homogenisation approach, Computers & Structures, vol.85, issue.3-4, pp.193-204, 2007.
DOI : 10.1016/j.compstruc.2006.08.054

.. Maçonnerie-sèche-et-maçonnerie-jointoyée, 44 1.5.2 Caractérisations en laboratoire, p.49

.. Extension-aux-maçonneries-hourdées, 60 2.3.1 Hypothèses retenues et homogénéisation, p.63

P. Résolution-du, 66 2.3.3.1 Rupture par glissement

R. Présentation-des, 127 4.2.4.1 Analyse détaillée d'un essai type : le mur 2, p.128

R. Présentation-des, 135 4.3.4.1 Analyse détaillée d'un essai type : le mur 5, p.138

2. Validation-de-la-modélisation, 163 5.1.1 Confrontation avec la modélisation physique, p.167

2. Modélisation-physique, 211 C.1.1 Essai de cisaillement direct des briques de mortier, p.213

3. Modélisation-physique, 214 C.2.1 Granulométrie du sable d', p.219