, Chapitre 5 sur la base des travaux de BRADY et KAVANAGH, 2002.

. Notamment, étude de la couche de sol en butée bloquant la fondation permettrait de valider, ou non, l'hypothèse faite jusqu'ici, d'extrême rigidité. Des simulations numériques peuvent être utilisées pour mener cette étude. De même, la stabilité du sol de fondation doit être étudiée à l'ELU et à l'ELS, ainsi que son potentiel lien avec les déformations, observées fréquemment sur les MSPS âgés

A. , Matériel utilisé pour les essais pseudo-statiques

. .. Vérification-de-la-précision-du-niveau-numérique, , p.233

A. , Vitesse d'inclinaison de la maquette

, Propriétés mécaniques du sable d'Hostun S28

, Densité du sable d'Hostun S28 au cours des essais pseudo-statiques, vol.234

A. , 2 Frottement critique du sable d'Hostun RF

A. , , vol.2

. .. Frottement-interne-du-sable-d'hostun-rf-dense, , p.235

A. , Informations complémentaires relatives aux essais dynamiques

, Récapitulatif des caractéristiques du signal envoyé à la table vibrante, p.240

, A.3.2 Dimensionnement de la phase de tassement préliminaires pour le sable 240

, Calcul des facteurs de sécurité statiques des murs expérimentaux, p.242

, Détails des assemblages utilisés pour les murs expérimentaux, p.244

, Essais dynamiques sur des murs modèles en pierre sèche

.. .. Propriétés,

A. , , vol.5

.. .. Résultats,

B. , Calcul des valeurs énergétiques seuils pour la modélisation pseudo-statique, p.253

, Influence des paramètres numériques sur les simulations pseudo-statiques, vol.2

, Influence de la modélisation du remblai

. .. Différents-type-de-maillage-utilisés, , p.254

A. .. De, , p.255

, Influence de la déformabilité des matériaux et des joints, p.256

B. , , vol.3

.. .. Propriétés,

C. , Données géométriques du système mur-remblai

, Calculs des surfaces et des points d'application des forces

. .. Fc'g], , p.272

]. .. , , p.272

. .. , Point d'application de F ? sans cohésion, p.272

. .. C.1-;, .2.4 Point d'application de F ? sans cohésion, p.273

, 2.5 Points d'application des différentes forces de poussée, C.1, p.274

, C, vol.1, issue.3

, Utilisation et implication de l'angle ?

. .. , Exemples de codes sources VBA du modèle analytique, p.277

, Influence de h c , hauteur de sol ne poussant pas sur le mur

]. .. , Estimation de h c d'après LIN et collab, p.283, 2015.

, Analyse de la stabilité d'un mur sous UDEC : influence de h c, p.283

, Les autres paramètres sont ? = ? r = 30°, ? r = 20kN.m ?3 . Ils ont nettement moins d'influence sur le point d'application A de l'effort F ?

, Attention, cette conclusion dépend évidemment fortement de la hauteur du mur H, ici fixée à 2, p.5

, 2.5 Points d'application des différentes forces de poussée, C.1

C. Basée-sur-le-tableau, 1, les coordonnées des points d'application des poussées des différentes parties du coin de sol en rupture sont données dans le présent paragraphe (Section 5.2.3 du manuscrit). J représente le point d'application de la poussée si seul le coin de sol [FC'G] est considéré (sans présence de nappe, ni de séisme). K représente le point d'application de l'effort de poussée généré uniquement par une action pseudo-statique horizontale

, application de la poussée si seul le coin de sol (immergé) [FE'E"] est considéré (sans séisme). K représente le point d'application de l'effort de poussée généré par une action pseudo-statique horizontale (sans prise en compte du poids vertical) pour le coin

, Le Tableau C.2 récapitule les coordonnées de ces points

P. Dans-ce,

, Sable d'Hostun (Carrière SIKA) successeur du sable d'Hostun RF. Sable beaucoup utilisé pour les essais de laboratoire. x, xii, xv, vol.75, p.288

, S616D Numéro de série de la mousse absorbante utilisée pour les expériences dynamiques en fond de remblai (Chapitre 3). xv, vol.96, p.139

, SIKA Entreprise exploitant les carrières dont sont issus les sables d'Hostun RF

, Logiciel numérique développé par ITASCA pour étudier les assemblages de blocs distincts, vol.26, p.295

, UNESCO Organisation des Nations Unies pour l'Éducation, la Science et la Culture (United Nations Educational, Scientific and Cultural Organisations en Anglais)

, VBA Visual Basic for Applications. Langage numérique pour coder des opérations sur la suite de Microsoft Office. xiii, vol.177, p.277

, Standard specifications for highway bridges, Références Références AASHTO, 2002.

. Abps, Mur de clôture en pierre sèche (Cumbrie, Angleterre)

N. F. Afnor.-2005a and . En, Geotechnical design -Part, vol.1, p.211, 1997.

N. F. Afnor.-2005b and . En, Eurocode 8) : Design of structures for earthquake resistance -Part 1 : General rules, seismic actions and rules for buildings, vol.8, p.212, 1998.

N. F. Afnor.-2005c and . En, Design of structures for earthquake resistance -Part 5 : Foundations, retaining structures and geotechnical aspects, vol.8, p.212, 0209.

. Afnor.-2014a and . Nf-p, Justification des ouvrages géotechniques -Normes d'application nationale de l'Eurocode 7 -Fondations superficielles, p.67

. Afnor.-2014b and . Nf-p, Justification des ouvrages géotechniques -Normes d'application nationale de l'Eurocode 7 -Ouvrages de soutènement -Murs, vol.16, p.217

A. , Recommandations AFPS 90, Presses des Ponts et Chausseés Paris, p.35, 1990.

G. C. Agusti and N. Sitar, Seismic earth pressures on retaining structures in cohesive soils, vol.46, pp.13-15, 2013.

S. M. Ahmad and D. Choudhury, «Pseudo-dynamic approach of seismic design for waterfront reinforced soil-wall, Geotextiles and Geomembranes, vol.26, p.54, 2008.

S. M. Ahmad and D. Choudhury, «Stability of waterfront retaining wall subjected to pseudo-dynamic earthquake forces and tsunami, Journal of Earthquake and Tsunami, vol.2, p.54, 2008.

S. M. Ahmad and D. Choudhury, «Seismic rotational stability of waterfront retaining wall using pseudodynamic method, International Journal of Geomechanics, vol.10, issue.1, p.54, 2010.

M. Ahmadabadi and A. Ghanbari, «New procedure for active earth pressure calculation in retaining walls with reinforced cohesive-frictional backfill, Geotextiles and Geomembranes, vol.27, p.188, 2009.

G. H. Aitken, Seismic response of retaining walls», cahier de recherche. xii, vol.56, p.62, 1982.

G. H. Aitken, Seismic response of retaining walls, MS thesis, vol.56, p.62, 1982.

S. Références-akkar, M. A. Sandikkaya, M. ?enyurt, A. A. Sisi, B. Ay et al., «Reference database for seismic ground-motion in Europe (RE-SORCE), Bulletin of earthquake engineering, vol.12, issue.1, p.147, 2014.

C. Alava, L. Augeraud, S. Apavou, D. Bouskela, C. Lenoir et al., «Murs de souènement : Comparaison environnementale et financière de différentes technologies, Projet de recherche, p.14, 2009.

L. R. Alejano, J. Muralha, R. Ulusay, C. C. Li, I. Pérez-rey et al., «ISRM Suggested Method for Determining the Basic Friction Angle of Planar Rock Surfaces by Means of Tilt Tests, pp.1-7, 2018.

L. R. Alejano, M. Veiga, I. Gómez-márquez, and J. Taboada, «Stability of granite drystone masonry retaining walls : II. Relevant parameters and analytical and numerical studies of real walls, vol.62, p.210, 2012.

L. R. Alejano, M. Veiga, J. Taboada, and M. Díez-farto, Stability of granite drystone masonry retaining walls : I. Analytical design», Géotechnique, vol.62, p.210, 2012.

Q. Ali, N. Ahmad, M. Ashraf, M. Rashid, and T. Schacher, Shake table tests on singlestory Dhajji Dewari traditional buildings, vol.11, pp.1046-1059, 2017.

K. A. Alshibli, S. N. Batiste, and S. Sture, «Strain localization in sand : plane strain versus triaxial compression, Journal of Geotechnical and Geoenvironmental Engineering, vol.129, issue.6, pp.483-494, 2003.

N. N. Ambraseys and S. K. Sarma, The response of earth dams to strong earthquakes», Geotechnique, vol.17, pp.181-213, 1967.

N. Amirouche, Dispositifs absorbants à base de matériaux à double porosité dans des champs acoustiques complexes, vol.96, p.138, 2008.

E. Andò, S. A. Hall, G. Viggiani, J. Desrues, and P. Bésuelle, Grain-scale experimental investigation of localised deformation in sand : a discrete particle tracking approach, Acta Geotechnica, vol.7, issue.1, p.101, 2012.

. Anon, Experiments carried on at Chatham by the late Lieutenant Hope, Royal Engineers, on the pressure of earth against revetments, and the best form of retaining walls, Corps of Royal Engineers, vol.7, pp.64-86

V. Ard, E. Mens, D. Poncet, F. Cousseau, J. Defaix et al., Life and death of Angoumoisin-type dolmens in west-central France, vol.113, pp.737-764, 2015.
URL : https://hal.archives-ouvertes.fr/hal-01443702

K. Arulanandan, A. Anandarajah, and A. Abghari, «Centrifugal modeling of soil liquefaction susceptibility, Journal of Geotechnical Engineering, vol.109, issue.3, pp.281-300, 1983.

A. S. Arya and V. P. Gupta, «Retaining walls for hill roads, Journal of the Indian Roads Congress, vol.44, p.14, 1983.

C. Baggio, P. T. Bathurst, and R. J. , Shaking table model study on the dynamic response of reinforced soil walls», dans Proc. 7th Int. Geosynthetic Conf, vol.3, pp.99-102, 1995.

R. J. Bathurst and K. Hatami, «Seismic response analysis of a geosynthetic-reinforced soil retaining wall, Geosynthetics International, vol.5, issue.2, pp.127-166, 1998.

R. J. Bathurst, K. Hatami, and M. C. Alfaro, Geosynthetic-reinforced soil walls and slopes-seismic aspects», Geosynthetics and their applications, p.58, 2002.

M. H. Baziar, H. Shahnazari, and M. R. Moghadam, «Sliding stability analysis of gravity retaining walls using the pseudo-dynamic method, Geotechnical Engineering, vol.166, issue.4, p.92, 2013.

J. Bel, Modélisation physique de l'impact du creusement d'un tunnel par tunnelier à front pressurisé sur des fondations profondes, vol.78, p.79, 2018.

I. Bellezza, «A New Pseudo-dynamic Approach for Seismic Active Soil Thrust, Geotechnical and Geological Engineering, vol.32, issue.2, p.92, 2014.

I. Bellezza, Seismic active earth pressure on walls using a new pseudo-dynamic approach, vol.33, pp.795-812, 2015.

B. Bélidor, La science des ingénieurs dans la conduite des travaux de fortification et d'architecture civile, p.15, 1813.

S. Benmebarek, T. Khelifa, N. Benmebarek, and R. Kastner, «Numerical evaluation of 3d passive earth pressure coefficients for retaining wall subjected to translation, Computers and Geotechnics, vol.35, issue.1, p.17, 2008.

P. C. Berthé and . Cairn-de-barnenez,

N. Berthoz, Modélisation physique et théorique du creusement pressurisé des tunnels en terrains meubles homogènes et stratifiés, vol.78, p.79, 2012.

J. Biarez, . Et-p.-y, . Hicher, and . Balkema, Elementary mechanics of soil behaviour : saturated remoulded soils, vol.95, p.122, 1994.

A. W. Bishop, «The use of the slip circle in the stability analysis of slopes, Geotechnique, vol.5, issue.1, p.25, 1955.

M. Bolton and R. Steedman, «Behaviour of fixed cantilever walls subject to lateral shaking, pp.301-313, 1985.

M. D. Bolton, The strength and dilatancy of sands, vol.36, p.237, 1986.

J. Bonal, «Stabilité des murs de soutènement en pierres sèches.», MS Thesis, École Nationale des Travaux Publics de l'État (ENTPE), p.34, 2007.

J. Boussinesq, Essai théorique sur l'équilibre des massifs pulvérulents : comparé à celui de massifs solides, et sur la poussée des terres sans cohésion, F. Hayez, vol.15, p.27, 1876.

D. Bouvard, Rhéologie des milieux pulvérulents : étude expérimentale et identification d'une loi de comportement, vol.79, p.235, 1982.

K. C. Brady and J. Kavanagh, Analysis of the stability of masonry-faced earth retaining walls, vol.13, p.228, 2002.

A. Brooks and S. Adcock, Dry Stone Walling : A practical handbook, 1999.

D. A. Bruce and R. A. Jewell, «Soil nailing : application and practice-part 1, Ground Engineering, vol.19, issue.8, pp.10-15, 1986.

E. Brunori, L. Salvati, A. Antogiovanni, and R. Biasi, «Worrying about 'vertical landscapes' : terraced olive groves and ecosystem services in marginal land in central Italy, Sustainability, vol.10, p.13, 2018.

. De and P. Buhan, Approche fondamentale du calcul à la rupture des ouvrages en sols renforcés, p.25, 1986.

J. Burgoyne, Revetments of retaining walls, vol.3, p.289, 1853.

L. Cagin, A. Acovitsioti-hameau, M. Bagnéris, R. Harfouche, O. Hérault et al., Pierre Sèche -Théorie et pratique d'un système traditionnel de construction, vol.13, p.14, 2017.

L. Cagin and L. N. , Construire en pierre sèche, 2e édition, vol.11, p.200, 2011.

G. Candia, R. G. Mikola, and N. Sitar, Seismic response of retaining walls with cohesive backfill : Centrifuge model studies, vol.90, p.60, 2016.

A. Capeb, M. De-provence, C. Et, and E. , Pierres sèches : guide de bonnes pratiques de construction de murs de soutènement, ENTPE, vol.202, p.208, 0200.

P. L. Capper and W. F. Cassie.-;-e-&-f-n-spon, The mechanics of engineering soils, p.24, 1969.

A. Caquot, «L'exploitation par l'ingenieur de la resistance de la matiere, Bulletin de la Societe des Ingenieurs Civils de France, vol.15, p.24, 1933.

A. Caquot and J. Kerisel, Tables de butée et de poussée, vol.15, p.48, 1973.

A. Caquot and J. Kérisel, Tables for the calculation of passive pressure, active pressure and bearing capacity of foundations, vol.15, p.163, 1948.

R. Carabbio, L. Pieraccini, S. Silvestri, and M. Schildkamp, «How can vernacular construction techniques sustain earthquakes : the case of the Bhatar buildings, Frontiers in Built Environment, vol.4, p.192, 2018.

D. Chakraborty and D. Choudhury, «Sliding stability of non-vertical waterfront retaining wall supporting inclined backfill subjected to pseudo-dynamic earthquake forces, Applied Ocean Research, vol.47, pp.174-182, 2014.

T. Chakraborty and R. Salgado, «Dilatancy and shear strength behavior of sand at low confining pressures, dans Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering : The Academia and Practice of Geotechnical Engineering, vol.237, pp.652-655, 2009.

S. Chen, S. Wang, C. Li, Q. Hu, and H. Yang, «A Seismic Capacity Evaluation Approach for Architectural Heritage Using Finite Element Analysis of Three-Dimensional Model : A Case Study of the Limestone Hall in the Ming Dynasty, Remote Sensing, vol.10, issue.6, p.65, 2018.

S. Chirikure and I. Pikirayi, «Inside and outside the dry stone walls : revisiting the material culture of Great Zimbabwe, Antiquity, vol.82, issue.7, pp.976-993, 2008.

D. Références-choudhury and S. M. Ahmad, «Stability of waterfront retaining wall subjected to pseudodynamic earthquake forces, Journal of waterway, vol.134, issue.4, pp.252-260, 2008.

D. Choudhury, A. D. Katdare, and A. Pain, «New Method to Compute Seismic Active Earth Pressure on Retaining Wall Considering Seismic Waves, Geotechnical and Geological Engineering, vol.32, issue.2, pp.391-402, 2014.

D. Choudhury and S. Nimbalkar, «Seismic passive resistance by pseudo-dynamic method, Geotechnique, vol.55, issue.9, pp.699-702, 2005.

D. Choudhury and S. S. Nimbalkar, «Pseudo-dynamic approach of seismic active earth pressure behind retaining wall, Geotechnical & Geological Engineering, vol.24, issue.5, p.92, 2006.

D. Choudhury, S. S. Nimbalkar, and J. N. Mandal, «External stability of reinforced soil walls under seismic conditions, Geosynthetics International, vol.14, issue.4, p.54, 2007.

D. Choudhury and K. S. Rao, «Seismic bearing capacity of shallow strip footings embedded in slope, International Journal of Geomechanics, vol.6, issue.3, p.92, 2006.

M. Claxton, R. A. Hart, P. F. Mccombie, and P. J. Walker, «Rigid block distinct-element modelling of dry-stone retaining walls in plane strain, ASCE Journal of Geotechnical and Geoenvironmental Engineering, vol.131, issue.3, p.144, 2005.

C. R. Clayton, R. I. Woods, A. J. Bond, and J. Milititsky, Earth pressure and earth-retaining structures, p.24, 2014.

A. Colas, Mécanique des murs de soutenement en pierre sèche : Modélisation par le calcul à la rupture et expérimentation échelle 1, vol.227, p.290, 2009.

A. Colas, J. Morel, and D. Garnier, «Yield design of dry-stone masonry retaining structures -Comparisons with analytical, numerical, and experimental data», International Journal for Numerical and Analytical Methods in Geomechanics, vol.32, p.210, 2008.

A. Colas, J. Morel, and D. Garnier, «2d modelling of a dry joint masonry wall retaining a pulverulent backfill, International Journal for Numerical and Analytical Methods in Geomechanics, vol.34, p.88, 2010.

A. Colas, J. Morel, and D. Garnier, Full-scale field trials to assess dry-stone retaining wall stability», Engineering Structures, vol.32, p.148, 2010.

A. Colas, J. Morel, and D. Garnier, «Assessing the two-dimensional behaviour of drystone retaining walls by full-scale experiments and yield design simulation, vol.63, p.75, 2013.

A. Colas, J. Morel, and D. Garnier, «Yield design modelling of dry joint retaining structures, Construction and Building Materials, vol.41, p.210, 2013.

J. L. Colliat, J. Desrues, and F. Flavigny, «Avantages et inconvénients de l'utilisation d'un système d'antifrettage dans l'essai triaxial de compression», Revue Française de Géotechnique, vol.34, p.235, 1986.

J. Colliat-dangus, Comportement des matériaux granulaires sous fortes contraintes : influence de la nature minéralogique du matériau étudié, vol.235, p.236, 1986.

A. Références-combe, Comportement du sable d'Hostun S28 au triaxial axisymétrique. Comparaison avec le sable d'Hostun RF, MS thesis, vol.78, p.235, 1998.

C. Constable, «Retaining walls : an attempt to reconcile theory with practice, Transactions of the American Society of Civil Engineers, vol.3, pp.67-75, 1874.

M. R. Cooper, «Deflections and failure modes in dry-stone retaining walls, Ground Engineering, vol.19, issue.8, pp.40-45, 1986.

P. Coste, C. Cornu, D. Larcena, R. Sette, and F. E. , , vol.13, p.14, 2008.

P. Coste and P. Martel, Pierre sèche en Provence, Les Alpes de Lumière, 1986.

C. A. Coulomb, Essai sur une application des regles des maximis et minimis a quelques problemes de statique relatifs a l'architecture, Mémoire de l'Académie royale des sciences, vol.7, p.164, 1773.

F. Cousseau, Archéologie du bâti mégalithique dans l'ouest de la France, Rennes, vol.1, issue.7, 2016.

P. A. Cundall, A computer model for simulating progressive large-scale movements in blocky rock systems, dans Proceedings of the Symposium of the International Society for Rock Mechanics, vol.2, p.29, 1971.

B. M. Das and V. K. Puri, Static and dynamic active earth pressure, Geotechnical & Geological Engineering, vol.14, issue.4, p.169, 1996.

T. Davidson, «A Study of the Oil Bromide Test of Linseed Oil, Industrial and Engineering Chemistry, vol.13, issue.9, pp.801-806, 1921.

S. Degli-abbati, A. M. D'altri, D. Ottonelli, G. Castellazzi, S. Cattari et al., «Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses, Computers & Structures, vol.213, pp.51-71, 2019.

J. Desrues and G. Viggiani, Strain localization in sand : an overview of the experimental results obtained in Grenoble using stereophotogrammetry, International Journal for Numerical and Analytical Methods in Geomechanics, vol.28, issue.4, p.79, 2004.

M. M. Dewoolkar, A. H. Chan, H. Ko, and R. Y. Pak, «Finite element simulations of seismic effects on retaining walls with liquefiable backfills, International journal for numerical and analytical methods in geomechanics, vol.33, issue.6, p.64, 2009.

M. M. Dewoolkar, H. Ko, and R. Y. Pak, Seismic behavior of cantilever retaining walls with liquefiable backfills, vol.127, p.61, 2001.

M. M. Dewoolkar, H. Ko, and R. Y. Pak, «Experimental developments for studying static and seismic behavior of retaining walls with liquefiable backfills, Soil Dynamics and Earthquake Engineering, vol.19, issue.8, pp.583-593, 2000.

A. Diallo and A. Gambert, «Comportement des murs de soutènement en pierre sèche : étude de la portance du sol de fondation.», Projet dd recherche, vol.191, p.302, 2019.

J. G. Dickens and P. J. Walker, Use of distinct element model to simulate behaviour of dry-stone walls, Structural Engineering Review, vol.2, issue.3, pp.187-199, 1996.

A. Djedid, Etude du comportement non-drainé du sable, vol.79, p.235, 1986.

F. Dominique, 25 balades sur les chemins de la pierre sèche, entre monts de Vaucluse, Lure et Lubéron, Le bec en l'air, 2008.

. Dswac, Pont en pierre sèche (Wellington, Canada)

C. Durand, Stabilité des digues sous chargement sismique : vers une nouvelle génération de méthodes simplifiées, vol.64, p.212, 2018.

D. G. Elms, . Et-r, and . Richards-jr, Seismic design of gravity retaining walls, University of Canterbury, vol.44, p.163, 1979.

A. Entpe, É. Des-ponts, . Paristech, F. Ifsttar, . Française et al., Technique de construction des murs en pierre sèche : Règles professionnelles, ENTPE, Artisans Bâtisseurs en Pierre Sèche (ABPS), vol.220, p.226, 2017.

A. Ezaoui, Comportement expérimental statique et dynamique des sables et modélisation «élasto-visco-plastique» anisotrope en petites et moyennes déformations, p.235, 2008.

G. J. Fairless, Seismic performance of reinforced earth walls, p.58, 1989.

D. Fargeix, Conception et réalisation d'une presse triaxiale dynamique : application à la mesure des propriétés des sols sous sollicitations sismiques, vol.79, p.236, 1986.

R. Farrell and . Göbekli-tepe,

G. De-felice, Out-of-plane seismic capacity of masonry depending on wall section morphology», International Journal of Architectural Heritage, vol.5, p.134, 2011.

W. ;. Fellenius, . Ernst, and . Berlin, Erdstatische berechnungen mit reibung und kohaesion und unter annahme kreiszylindrisher gleitflaechen [Statistical analysis of earth slopes and retaining walls considering both friction and cohesion and assuming cylindrical sliding surfaces, vol.15, p.25, 1927.

Z. Feng, N. Wang, W. Lin, and J. L. , «Computation of active earth pressure of cohesive backfill on retaining wall considering inertial force, Journal of Earthquake Engineering and Engineering Vibration, vol.28, issue.1, p.163, 2008.

E. Flavigny, H. Bousquet, M. Djeddid, and J. Lanier, Compilation des essais triaxiaux de révolution sur le sable d'Hostun RF, vol.235, p.236, 2002.

E. Flavigny, J. Desrues, and B. Palayer, «Note technique : le sable d'Hostun « RF »», Revue Française de Géotechnique, vol.53, p.235, 1990.

A. G. Franklin and F. K. Chang, «Permanent displacement of earth embankments by Newmark sliding block analysis. Miscellaneous paper S-71-17, Soil and Pavement Laboratory, p.49, 1977.

S. Références-frydman and D. Beasley, «Centrifugal Modelling Of Riverbank Failure, ASCE J Geotech Eng Div, vol.102, issue.5, pp.395-409, 1976.

W. Fu-tong, T. Xia-xin, and S. J. , «Influence of backfill cohesion on seismic displacement of gravity retaining wall, dans Proceedings of the 14 th World Conference on Earthquake Engineering, vol.45, p.163, 2008.

Y. Fukumoto, J. Yoshida, H. Sakaguchi, and A. Murakami, «The effects of block shape on the seismic behavior of dry-stone masonry retaining walls : A numerical investigation by discrete element modeling, Soils and Foundations, vol.54, issue.6, p.35, 2014.

K. Fukutake, A. Ohtsuki, M. Sato, and Y. Shamoto, Analysis of saturated dense sandstructure system and comparison with results from shaking table test, vol.19, pp.977-992, 1990.

A. Furukawa, J. Kiyono, and K. Toki, «Numerical simulation of the failure propagation of masonry buildings during an earthquake», Journal of Natural Disaster Science, vol.33, issue.1, p.137, 2012.

F. Gates, «Studies on agglutination with the aid of the centrifuge. the influence of temperature on absorption and flocculation, Journal of Experimental Medicine, vol.35, issue.1, pp.63-76, 1922.

G. Gazetas, A. Debchaudhury, and D. A. Gasparini, «Stochastic estimation of the nonlinear response of earth dams to strong earthquakes, International Journal of Soil Dynamics and Earthquake Engineering, vol.1, issue.1, pp.39-46, 1982.

J. Ghaboussi, «Fully deformable discrete element analysis using a finite element approach, Computers and Geotechnics, vol.5, issue.3, pp.175-195, 1988.

A. Ghanbari and M. A. , «Active earth pressure on inclined retaining walls in static and pseudo-static conditions, International Journal of Civil Engineering, vol.8, issue.2, p.163, 2010.

A. Ghanbari and M. Ahmadabadi, «New analytical procedure for seismic analysis of reinforced retaining wall with cohesive-frictional backfill, Geosynthetics International, vol.17, issue.6, p.54, 2010.

P. Ghosh, Seismic passive earth pressure behind non-vertical retaining wall using pseudodynamic analysis, Geotechnical and Geological Engineering, vol.25, issue.6, p.54, 2007.

P. Ghosh, Seismic active earth pressure behind a nonvertical retaining wall using pseudodynamic analysis, Canadian Geotechnical Journal, vol.45, issue.1, p.54, 2008.

S. Ghosh and R. Sharma, «Pseudo-dynamic active response of non-vertical retaining wall supporting c-? backfill, Geotechnical and Geological Engineering, vol.28, issue.5, p.188, 2010.

A. Giuffrè, A mechanical model for statics and dynamics of historical masonry buildings», dans Protection of the architectural heritage against earthquakes, vol.132, pp.71-152, 1996.

N. Gnanapragasam, Active earth pressure in cohesive soils with an inclined ground surface, Canadian Geotechnical Journal, vol.37, issue.1, p.163, 2000.

G. Gonzales-brigas and . Great-zimbabwe,

N. Gosain and A. S. Arya, Bulletin of the Indian Society of Earthquake Technology, vol.4, p.43, 1967.

. Références, R. A. Green, and R. M. Ebeling, «Modeling the dynamic response of cantilever earthretaining walls using FLAC, dans 3rd International Symposium on FLAC : Numerical Modeling in Geomechanics, vol.63, p.136, 2003.

R. A. Green, C. G. Olgun, and W. I. Cameron, «Response and modeling of cantilever retaining walls subjected to seismic motions, Computer-Aided Civil and Infrastructure Engineering, vol.23, issue.4, p.136, 2008.

S. A. Hall, N. Lenoir, G. Viggiani, J. Desrues, and P. Bésuelle, «Strain localisation in sand under triaxial loading : characterisation by x-ray micro tomography and 3d digital image correlation, dans Proceedings of the 1st International Symposium On Computational Geomechanics (ComGeo 1), vol.235, pp.239-247, 2009.

J. Halverson, «The modified babcock for fat in sweetened dairy products-ice cream, dustrial and Engineering Chemistry, vol.5, pp.403-409, 1913.

J. B. Hansen, «A revised and extended formula for bearing capacity, Danish Geotechnical Institute, Copenhage, vol.28, p.191, 1970.

R. 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, vol.50, p.144, 2000.

R. Hart, P. A. Cundall, and J. Lemos, «Formulation of a three-dimensional distinct element model-Part II. Mechanical calculations for motion and interaction of a system composed of many polyhedral blocks, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, vol.25, pp.117-125, 1988.

L. Heilbrunn and K. Daugherty, The action of ultraviolet rays on amoeba protoplasm, vol.18, pp.596-619, 1933.

C. Huang, «Seismic displacements of soil retaining walls situated on slope, Journal of Geotechnical and Geoenvironmental Engineering, vol.131, issue.9, p.191, 2005.

C. Huang and . Chen, «Seismic stability of soil retaining walls situated on slope, Journal of Geotechnical and Geoenvironmental Engineering, vol.130, issue.1, p.191, 2004.

C. Huang, J. Horng, W. Chang, S. Chueh, J. Chiou et al., Dynamic behavior of reinforced slopes : horizontal acceleration response, vol.17, p.108, 2010.

C. Huang, S. Wu, and H. Wu, Seismic Displacement Criterion for Soil Retaining Walls Based on Soil Strength Mobilization, Journal of Geotechnical and Geoenvironmental Engineering, vol.135, issue.1, p.163, 2009.

J. Husband and W. Harby, Structural engineering, Longmans, Green, and Company, p.24, 1911.

S. Iai, Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field», Soils and Foundations, vol.29, p.94, 1989.

K. M. Ibrahim, Seismic displacement of gravity retaining walls, vol.11, p.136, 2015.

E. Ibraim, A. Diambra, A. R. Russell, and D. M. Wood, Assessment of laboratory sample preparation for fibre reinforced sands, Geotextiles and Geomembranes, vol.34, pp.69-79, 2012.

M. Ichihara and H. Matsuzawa, Earth pressure during earthquake», Soils and Foundations, vol.13, p.171, 1973.

I. Références-ishibashi, . Et-y.-s, and . Fang, «Dynamic earth pressures with different wall movement modes, Soils and Foundations, vol.27, p.241, 1987.

. Itasca, Fast Lagrangian Analysis of Continua (FLAC) : Theory and background, 6th Edition, Itasca Consulting Group, vol.63, p.136, 2008.

. Itasca, Universal Distinct Element Code (UDEC) : Theory and background, 5th Edition, Itasca Consulting Group. xii, 26, 30, vol.32, p.135, 2011.

. Itasca, 3 Dimensional Distinct Element Code (3DEC) : Theory and background, p.33, 2013.

M. Jesmani, H. Alirezanejad, H. F. Kashani, and M. Kamalzare, «Numerical Study Of The Dynamic Active Lateral Earth Pressure Coefficient Of Cohesive Soils», Acta Geotechnica Slovenica, vol.63, p.136, 2017.

C. Jones, Current practice in designing earth retaining structures», Ground Engineering, vol.12, p.14, 1979.

C. Jones, The maintenance of old masonry retaining walls», dans Retaining structures. proceedings of the conference organized by the Institution of Civil Engineers and, p.14, 1992.

C. J. Jones, Dry stone walls in the maintenance of brick and stone masonry structures, 1990.

R. Kamai and Y. H. Hatzor, «Numerical analysis of block stone displacements in ancient masonry structures : A new method to estimate historic ground motions», International Journal for Numerical and Analytical Methods in Geomechanics, vol.32, issue.11, pp.1321-1340, 2008.

A. Keshavarz and M. E. , «The effects of the soil-wall adhesion and friction angle on the active lateral earth pressure of circular retaining walls, International Journal of Civil Engineering, vol.14, issue.2, pp.97-105, 2016.

S. Kim, Y. Mok, and Y. J. , Behavior of dry-stone segmental retaining wall using physical modeling and numerical simulation, Journal of the Korean Geotechnical Society, vol.27, issue.9, pp.25-36, 2011.

P. Kloukinas, M. Langousis, and G. Mylonakis, Simple wave solution for seismic earth pressures on nonyielding walls, Journal of Geotechnical and Geoenvironmental Engineering, vol.138, pp.1514-1519, 2012.

S. Kolathayar and P. Ghosh, Seismic active earth pressure on walls with bilinear backface using pseudo-dynamic approach, Computers and Geotechnics, vol.36, issue.7, p.54, 2009.

S. Kolathayar and P. Ghosh, Seismic passive earth pressure on walls with bilinear backface using pseudo-dynamic approach, Geotechnical and Geological Engineering, vol.29, issue.3, p.54, 2011.

J. Konrad, E. Flavigny, and M. Meghachou, Comportement non drainé du sable d'Hostun lâche, vol.54, pp.53-64, 1991.

J. Koseki, Y. Munaf, T. Sato, F. Tatsuoka, M. Tateyama et al., Shaking and tilt table tests of geosynthetic-reinforced soil and conventional-type retaining walls, Geosynthetics International, vol.5, issue.2, pp.73-96, 1998.

J. Références-koseki, F. Tatsuoka, Y. Munaf, M. Tateyama, and K. Kojima, «A modified procedure to evaluate active earth pressure at high seismic loads, Soils and Foundations, vol.38, p.163, 1998.

S. Kurata, H. Arai, and T. Yokoi, On the earthquake resistance of anchored sheet-pile bulkheads», dans Proc., Third World Conf. on Earthquake Engineering, vol.2, p.56, 1965.

P. Labbé, «Outlines Of The Revision Of The Eurocode 8, Part 1, Generic Clauses, 2018.

L. Lancelot, I. Shahrour, and M. Al-mahmoud, Comportement du sable d'Hostun sous faibles contraintes, vol.74, p.236, 1996.

G. Langrand, D. Lessa, N. Mitteault, V. Pham, J. Song et al., Ouvrages en pierre sèche : analyse du cycle de vie (ACV), p.14, 2007.

C. Lassure, La pierre sèche, mode d'emploi, Eyrolles, vol.9, p.11, 2012.

C. Lassure and D. R. , Cabanes en pierre sèche de France, vol.9, p.14, 2004.

H. H. Le, Stabilité des murs de soutènement routiers en pierre sèche : Modélisation 3D par le calcul à la rupture et expérimentation échelle 1, vol.21, p.36, 2013.

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, p.33, 2016.

P. Leguay, P. Morlier, and J. R. , Essais dynamiques de fondations en centrifugeuse, vol.28, pp.49-54, 1984.

J. V. Lemos, Discrete Element Modeling of the Seismic Behavior of Masonry Construction», Buildings, vol.9, p.137, 2019.

Z. Li, Y. Zhou, and Y. Guo, Upper-Bound Analysis for Stone Retaining Wall Slope Based on Mixed Numerical Discretization, International Journal of Geomechanics, vol.18, issue.10, pp.4018-122, 2018.

Y. Lin, W. Leng, G. Yang, L. Zhao, L. Li et al., «Seismic active earth pressure of cohesive-frictional soil on retaining wall based on a slice analysis method, Soil Dynamics and Earthquake Engineering, vol.70, p.283, 0190.

Y. Lin, G. Yang, and L. Zhao, Active earth pressure of cohesive soil behind retaining wall under seismic condition, Rock and Soil Mechanics, vol.8, p.45, 2011.

. Lo, A. S. Grasso, M. Maugeri, and P. Recalcati, «Shaking table tests and analysis of reinforced slopes, dans Proc. Of The Geoasia 2004 Conference, vol.58, pp.21-23, 2004.

P. B. Lourenço, G. Milani, A. Tralli, and A. Zucchini, Analysis of masonry structures : review of and recent trends in homogenization techniques, Canadian Journal of Civil Engineering, vol.34, issue.11, pp.1443-1457, 2007.

A. Lyndon and R. Pearson, «Pressure distribution on a rigid retaining wall in cohesionless material, vol.59, pp.271-280, 1985.

A. Références-lyndon and . Schofield, Centrifugal model tests of the lodalen landslide.», vol.15, pp.1-13, 1978.

F. I. Makdisi and H. B. Seed, Simplified procedure for estimating dam and embankment earthquake-induced deformations, GT7, Proceedings Paper, vol.104, pp.849-867, 1977.

M. Maksimovic, «Nonlinear failure envelope for soils, Journal of Geotechnical Engineering, vol.115, issue.4, p.237, 1989.

R. Maldonado and M. I. Gonzalez, Engineering of the Taironas circa 1200», dans Proceedings of the 12th International Conference of Soil Mechanics and Foundation Engineering, vol.14, pp.1273-1275, 1989.

G. Marino, A. Osouli, S. Zamiran, and I. Shafii, «Performance of a pier group foundation in swelling rock, Geotechnical and Geological Engineering, vol.35, issue.1, pp.91-109, 2017.

G. R. Martin, The response of earth dams to earthquakes, p.51, 1965.

N. Matasovi? and M. Vucetic, «Cyclic characterization of liquefiable sands», Journal of Geotechnical Engineering, vol.119, issue.11, p.150, 1993.

H. Matuo, «Experimental study on the distribution of earth pressure acting on a vertical wall during earthquakes, J. of the Japan Society of Civil Engrg, vol.27, issue.2, p.56, 1941.

H. Matuo and S. Ohara, «Lateral earth pressure and stability of quay walls during earthquakes, dans Proceedings of 2nd World Conference on Earthquake Engineering, vol.1, p.56, 1960.

H. Matuo and S. Ohara, «Dynamic pore water pressure acting on quay walls during earthquakes, dans Proceedings of the Third World Conference on Earthquake Engineering, vol.1, p.56, 1965.

P. F. Mccombie, C. Mundell, A. Heath, and P. Walker, Drystone retaining walls : Ductile engineering structures with tensile strength», Engineering Structures, vol.45, pp.238-243, 2012.

C. Mcraven, Building stone walls, vol.217, 1999.

M. Mikasa, A. Mochizuki, and Y. Sumino, Study on stability of clay slopes by centrifuge.», dans Proceedings of the 9th International Conference of Soil Mechanics and Foundation Engineering, vol.59, pp.121-124, 1977.

R. G. Mikola, G. Candia, and N. Sitar, Seismic earth pressures on retaining structures and basement walls in cohesionless soils, vol.142, p.60, 2016.

S. Mithen, After the ice : a global human history, vol.20, pp.0-5000, 2011.

T. S. Moghaddas and A. T. Nouri, «A simplified pseudo-static seismic analysis of reinforced soil walls with uniform surcharge, International Journal of Civil Engineering, vol.12, issue.2, p.163, 2014.

M. Mohkam, Contribution à l'étude expérimentale et théorique du comportement des sables sous chargements cycliques, vol.79, p.235, 1983.

N. Mononobe, Earthquake-Proof Construction of Masonry Dams», dans World Engineering Conference, vol.9, pp.274-280, 1929.

N. Références-mononobe and H. Matuo, «On determination of earth pressures during earthquakes, dans World Engineering Conference, vol.9, p.163, 1929.

J. C. Morel, A. Meshbah, M. Oggero, and P. Walker, «Building houses with local materials : means to drastically reduce the environmental impact of construction, Building and Environment, vol.36, issue.10, pp.1119-1126, 2001.

D. V. Morris, «Dynamic soil-structure interaction modelled experimentally on a geotechnical centrifuge, Canadian Geotechnical Journal, vol.18, issue.1, pp.40-51, 1981.

E. Morrison-jr and R. E. , «Limit equilibrium computation of dynamic passive earth pressure, Canadian Geotechnical Journal, vol.32, issue.3, p.163, 1995.

C. Mundell, Large Scale Testing of Drystone Retaining Structures, p.210, 2009.

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, vol.162, p.173, 2009.

C. Mundell, P. Mccombie, A. Heath, and J. Harkness, «Behaviour of drystone retaining structures, Proceedings of the Institution of Civil Engineers (Structures and Building), vol.163, p.75, 2010.

V. A. Murphy, «The effect of ground characteristics on the aseismic design of structures», dans Proceedings II World Conference on Earethquake Engineering, vol.44, p.56, 1960.

G. Mylonakis, P. Kloukinas, and C. Papantonopoulos, «An alternative to the Mononobe-Okabe equations for seismic earth pressures, Soil Dynamics and Earthquake Engineering, vol.27, p.191, 2007.

S. Nakamura, «Reexamination of Mononobe-Okabe theory of gravity retaining walls using centrifuge model tests, Soils and foundations, vol.46, p.61, 2006.

. Nature, S. J. Tradition, and . Couronnement-en-hérisson, , p.12

N. M. Newmark, Effects of earthquakes on dams and embankments», Geotechnique, vol.15, p.112, 1965.

Q. Ni, W. Powrie, X. Zhang, and R. Harkness, Effect of particle properties on soil behaviour : 3-D numerical modelling of shearbox tests», «Numerical methods in geotechnical engineering, vol.96, pp.58-70, 2000.

S. Nimbalkar and D. Choudhury, «Seismic design of retaining wall by considering wall-soil inertia for active case, International Journal of Geotechnical Engineering, vol.2, p.92, 2008.

S. Nimbalkar, A. Pain, S. M. Ahmad, and Q. Chen, Stability Assessment of Earth Retaining Structures under Static and Seismic Conditions», Infrastructures, vol.4, p.92, 2019.

S. S. Nimbalkar, D. Choudhury, and J. N. Mandal, «Seismic stability of reinforced soil-wall by pseudo-dynamic method, Geosynthetics International, vol.13, issue.3, p.92, 2006.

N. Odent, Recensement des ouvrages de soutènement en bordure du réseau routier national», Ouvrages d'art -centre des techniques d'ouvrages d'art, vol.34, pp.15-18, 2000.

. Références and J. J. Oetomo, Comportement à la rupture des murs de soutènement en pierre sèche : une modélisation par approche discrète, vol.31, p.250, 2014.

J. J. Oetomo, E. Vincens, F. Dedecker, and J. C. Morel, «Modeling the two-dimensional failure of dry-stone retaining wall, dans Proceedings of Computational Geomechanics, vol.75, pp.717-725, 2013.

J. J. Oetomo, E. Vincens, F. Dedecker, and J. Morel, «Modeling the 2d behavior of drystone retaining walls by a fully discrete element method», International Journal for Numerical and Analytical Methods in Geomechanics, vol.40, issue.7, p.75, 2016.

S. Okabe, «General theory on earth pressure and seismic stability of retaining wall and dam, Journal of the Japanese Society of Civil Engineers, vol.10, issue.6, pp.1277-1323, 1924.

S. Okabe, «General theory of earth pressure», Journal of the Japanese Society of Civil Engineers, vol.12, issue.1, p.73, 1926.

M. P. O'reilly, D. I. Bush, K. C. Brady, and W. Powrie, Proceedings of the Institution of Civil Engineers (Municipal Engineer), vol.133, pp.101-107, 1999.

L. A. Ortiz, R. F. Scott, and J. L. , «Dynamic centrifuge testing of a cantilever retaining wall, Earthquake Engineering & Structural Dynamics, vol.11, issue.2, p.60, 1983.

A. Osouli and S. Zamiran, «The effect of backfill cohesion on seismic response of cantilever retaining walls using fully dynamic analysis, Computers and Geotechnics, vol.89, p.136, 2017.

A. Pain, D. Choudhury, and S. K. Bhattacharyya, «Seismic stability of retaining wall-soil sliding interaction using modified pseudo-dynamic method, Géotechnique Letters, vol.5, issue.1, p.92, 2015.

M. A. Patki, J. N. Mandal, and D. M. Dewaikar, «Determination of passive earth pressure coefficients using limit equilibrium approach coupled with the Kötter equation, Canadian Geotechnical Journal, vol.52, issue.9, pp.1241-1254, 2015.

W. Powrie, «Limit equilibrium analysis of embedded retaining walls, vol.46, pp.709-723, 1996.

W. Powrie, R. M. Harkness, X. Zhang, and D. I. Bush, Deformation and failure modes of drystone retaining walls, Géotechnique, vol.52, issue.6, p.144, 2002.

S. Prakash and S. Saran, Static and dynamic earth pressures behind retaining walls», dans Proceedings of the Third Symposium on Earthquake Engineering, vol.1, pp.277-88, 1966.

B. Pulatsu, E. M. Bretas, and P. B. Lourenco, «Discrete element modeling of masonry structures : Validation and application, Earthquakes and Structures, vol.11, issue.4, pp.563-582, 2016.

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, p.122, 2016.

P. B. Ramírez, R. De-balbín, L. Behrmann, P. Laporte, F. Gouézin et al., Natural and artificial colours : the megalithic monuments of Brittany, vol.89, pp.55-71, 2015.

W. J. Rankine, 1857, «On the stability of loose earth, Phil. Trans. R. Soc. Lond, vol.147, p.46

A. Ratcliffe, «Cell group identification of dried blood spots and traces of saliva, Laboratory and Clinical Medicine, vol.22, issue.2, pp.191-198, 1936.

R. Richards-jr and D. G. Elms, Seismic behavior of gravity retaining walls», vol.105, p.163, 1979.

R. Richards-jr, D. G. Elms, and M. Budhu, «Dynamic fluidization of soils», Journal of Geotechnical Engineering, vol.116, issue.5, p.241, 1990.

M. Rouvière, Digue de Sous-Perret à Joyeuse, 2012.

R. Saïm, Des comportements repères des grains élastiques sans colle à un exemple de sol réel, vol.79, p.236, 1997.

J. Samayoa, S. Baraccani, L. Pieraccini, and S. Silvestri, Seismic behavior of one-storey gabion-box walls buildings, vol.4, p.193, 2018.

S. Saran and S. Prakash, «Dimensionless parameters for static and dynamic earth pressures behind retaining walls, Indian Geotechnical Journal, vol.7, issue.3, p.163, 1968.

Y. Sasaki and E. Taniguchi, Shaking table tests on gravel drains to prevent liquefaction of sand deposits», Soils and Foundations, vol.22, p.96, 1982.

N. Savalle, E. Vincens, and F. Dedecker, DEM modelling of dry stone retaining walls», dans Congress on Numerical Methods in Enginering (CMN), p.135, 2019.

N. Savalle, E. Vincens, and S. Hans, «Scale-down pseudo-static experiments on Dry Stone Retaining Walls», dans S27-Couplage durabilité-Comportement mécanique dans les structures de génie civil, p.180, 2017.

N. Savalle, E. Vincens, and F. Dedecker, DEM modelling of dry stone retaining walls», dans Congress on Numerical Methods in Enginering (CMN), p.180, 2019.

N. Savalle, E. Vincens, and S. Hans, «Pseudo-static scaled-down experiments on dry stone retaining walls : Preliminary implications for the seismic design, Engineering Structures, vol.171, pp.336-347, 2018.

N. Savalle, E. Vincens, and S. Hans, «Seismic behaviour of dry stone retaining walls : experimental and numerical pseudo-static studies, dans International Masonry Conference (IMC10), vol.135, pp.1030-1045, 2018.

N. Savalle, E. Vincens, and S. Hans, Experimental and numerical studies on scaled-down dry-joint retaining walls : Pseudo-static approach to quantify the resistance of a dry-joint brick retaining wall, vol.135, pp.1-16, 2019.

H. Schachman, «Determination of sedimentation constants in the sharples supercentrifuge, Journal of Physical and Colloid Chemistry, vol.52, issue.6, pp.1034-1045, 1948.

A. N. Schofield, «Cambridge geotechnical centrifuge operations, vol.30, p.60, 1980.

. Schoner, S. Blog, . Broch-de-don, and . Carloway,

R. Références-secanell, X. Goula, T. Susagna, J. Fleta, and A. R. , Seismic hazard zonation of Catalonia, Spain, integrating random uncertainties, vol.8, pp.25-40, 2004.

H. B. Seed and G. R. Martin, «The seismic coefficient in earth dam design, Journal of Soil Mechanics & Foundations Div, vol.92, p.51, 1966.

H. B. Seed and R. V. Whitman, «Design of earth retaining structures for dynamic loads, dans Special Conference on Lateral Stresses, Ground Displacement and Earth Retaining Structures, vol.44, p.56, 1970.

P. Segrestin, Design of sloped reinforced fill structures», dans Retaining structures. proceedings of the conference organized by the Institution of Civil Engineers and held on 20-23, vol.47, p.163, 1992.

R. Sette, F. Pavia, F. Emery, and J. Marando, Calades : Les sols de pierre, 2012.

A. Shamsabadi, S. Xu, and E. Taciroglu, «A generalized log-spiral-Rankine limit equilibrium model for seismic earth pressure analysis, Soil Dynamics and Earthquake Engineering, vol.49, p.163, 2013.

M. A. Sherif, I. Ishibashi, and C. D. Lee, Earth pressure against rigid retaining walls, vol.108, p.94, 1982.

G. Shi, Discontinuous deformation analysis : A new numerical model for the statics and dynamics of deformable block structures», Engineering Computations, vol.9, pp.157-168, 1992.

X. U. Shi-yu and K. K. Kannangara, «Semi-analytical approach to evaluate seismic passive earth pressures, considering the effects of soil cohesion and a curvilinear failure surface», Journal of Geotechnical and Geoenvironmental Engineering-ASCE, vol.143, issue.9, p.163, 2017.

T. Shiomi, S. Tsukuni, M. Hatanaka, Y. Tanaka, Y. Suzuki et al., «Simulation analysis of ground liquefaction induced by earthquake, Computers and geotechnics, vol.4, p.96, 1987.

A. W. Skempton, «The pore-pressure coefficients A and B, Geotechnique, vol.4, pp.143-147, 1954.

K. Skinner and H. K. , «Concentration and determination of grade in tests on sillimanite in Idaho schist, Journal of the American Ceramic Society, vol.30, issue.7, pp.197-202, 1947.

H. Smoljanovi?, N. ?ivalji?, and E. Nikoli?, «A combined finite-discrete element analysis of dry stone masonry structures, Engineering Structures, vol.52, p.43, 2013.

N. Srilatha, G. M. Latha, and C. G. Puttappa, «Effect of frequency on seismic response of reinforced soil slopes in shaking table tests, Geotextiles and Geomembranes, vol.36, pp.27-32, 2013.

C. A. Stamatopoulos, E. G. Velgaki, A. Modaressi, and F. Lopez-caballero, Seismic displacement of gravity walls by a two-body model, vol.4, p.163, 2006.
URL : https://hal.archives-ouvertes.fr/hal-00097698

R. Steedman, «Centrifuge earthquake data for retaining walls, vol.59, p.60, 1983.

R. S. Steedman, Modelling the behaviour of retaining walls in earthquakes, thèse de doctorat, p.171, 1984.

. Références, R. S. Steedman, and X. Zeng, «The influence of phase on the calculation of pseudo-static earth pressure on a retaining wall, Geotechnique, vol.40, issue.1, p.94, 1990.

G. Stockdale, S. Tiberti, D. Camilletti, G. S. Papa, A. B. Habieb et al., «Kinematic collapse load calculator : Circular arches», SoftwareX, vol.7, p.73, 2018.

S. Sture, N. C. Costes, S. N. Batiste, M. R. Lankton, K. A. Alshibli et al., «Mechanics of granular materials at low effective stresses», Journal of Aerospace Engineering, vol.11, issue.3, pp.67-72, 1998.

M. Sugimoto, S. Ogawa, and M. Moriyama, «Dynamic characteristics of reinforced embankments with steep slope by shaking model tests», dans Recent Case Histories of Permanent Geosynthetic-Reinforced Soil Walls, Seiken Symposium, vol.58, pp.271-275, 1994.

P. Tarolli, F. Preti, and N. Romano, «Terraced landscapes : From an old best practice to a potential hazard for soil degradation due to land abandonment, Anthropocene, vol.6, p.210, 2014.

F. Tatsuoka, J. Koseki, M. Tateyama, Y. Munaf, and K. Horii, Seismic Stability Against High Seismic Loads of Geosynthetic-Reinforced Soil Retaining Structures, vol.14, pp.103-142, 1998.

. Tcat and . Serra-de-tramuntana,

G. Telekes, M. Sugimoto, and S. Ogawa, Shaking table tests on reinforced embankment models», dans Proceedings of the International Conference on Soil Mechanics and Foundation Engineerong-International Society for Soil Mechanics and Foundation Engineering, vol.2, pp.649-649, 1994.

B. Terrade, Evaluation structurale des murs de soutènement en maçonnerie, vol.22, p.225, 2017.

B. Terrade, A. Colas, and D. Garnier, Upper bound limit analysis of masonry retaining walls using PIV velocity fields, Meccanica, vol.53, issue.7, pp.1661-1672, 2018.
URL : https://hal.archives-ouvertes.fr/hal-01743613

K. Terzaghi, «Mécanique théorique des sols», cahier de recherche, Dunod. 15, 30, vol.170, p.189, 1951.

I. Thew, A. Sutherland, and D. Theodossopoulos, «Structural response of drystone Iron Age brochs, Proceedings of the Institution of Civil Engineers -Structures and Buildings, vol.166, pp.316-324, 2013.

I. Towhata, W. Vargas-monge, R. P. Orense, and M. Yao, «Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil», Soil Dynamics and Earthquake Engineering, vol.18, p.92, 1999.

V. H. Tran, E. Vincens, J. C. Morel, and F. Dedecker, «2d-DEM modelling of the formwork removal of a rubble stone masonry bridge», Engineering Structures, p.33, 2014.

A. C. Trandafir, T. Kamai, and R. C. Sidle, «Earthquake-induced displacements of gravity retaining walls and anchor-reinforced slopes, Soil Dynamics and Earthquake Engineering, vol.29, issue.3, p.163, 2009.

K. Tsai, P. Hsiao, K. Wang, Y. Weng, M. Lin et al., «Pseudo-dynamic tests of a full-scale CFT/BRB frame-Part I : Specimen design, experiment and analysis, Earthquake Engineering & Structural Dynamics, vol.37, issue.7, pp.1081-1098, 2008.

. Références, A. S. Veletsos, and A. H. Younan, «Dynamic modeling and response of soil-wall systems, Journal of Geotechnical Engineering, vol.120, p.63, 1994.

R. Verdugo and K. Ishihara, The steady state of sandy soils», Soils and foundations, vol.36, pp.81-91, 1996.

A. S. Vesic, «Analysis of ultimate loads of shallow foundations, Journal of Soil Mechanics & Foundations Div, vol.99, 1973.

G. Viggiani, M. Küntz, and J. Desrues, «An experimental investigation of the relationships between grain size distribution and shear banding in sand», dans Continuous and discontinuous modelling of cohesive-frictional materials, vol.102, p.143, 2001.

B. Villemus, École Nationale des Travaux Publics de l'État (ENTPE). xi, xv, vol.227, p.295, 2004.

B. Villemus, J. Morel, and C. Boutin, Experimental assessment of dry stone retaining wall stability on a rigid foundation», Engineering Structures, vol.29, p.210, 2006.

E. Vincens, Estimation des tassements des sols sous séismes, p.148, 1999.

J. Vivian, Building Stone Walls : Storey's Country Wisdom Bulletin A-217, 2014.

P. Walker, P. Mccombie, and M. Claxton, «Plane strain numerical model for drystone retaining walls, Proceedings of the Institution of Civil Engineers -Geotechnical Engineering, vol.160, issue.2, p.144, 2007.

P. J. Walker and J. G. Dickens, Study of the structural behaviour of dry-stone walls at great zimbabwe», Brick and Block Masonry, vol.2, pp.1048-1057, 1991.

P. J. Walker and J. G. Dickens, «Stability of medieval dry stone walls in Zimbabwe, Géotechnique, vol.45, pp.141-147, 1995.

R. V. Whitman and K. Arulanandan, Centrifuge model testing with dynamic and cyclic loads.», dans Advances in Soils Testing, vol.59, pp.255-285, 1985.

R. V. Whitman and S. Liao, Seismic design of gravity retaining walls», cahier de recherche, vol.49, p.163, 1985.

P. Wilson and A. E. , «Shake table lateral earth pressure testing with dense c-? backfill, Soil Dynamics and Earthquake Engineering, vol.71, p.59, 2015.

J. H. Wood, Earthquake-induced soil pressures on structures, vol.44, p.63, 1973.

G. Wu and W. L. Finn, Seismic lateral pressures for design of rigid walls, Canadian Geotechnical Journal, vol.36, issue.3, pp.509-522, 1999.

Y. Wu and S. Prakash, On seismic displacements of rigid retaining walls», dans Analysis and design of retaining structures against earthquakes, vol.63, p.149, 1996.

T. Xia, W. Hua, and Z. W. , «Analysis of seismic active earth pressure of cohesive soil behind inclined retaining wall, World Earthquake Engineering, vol.26, issue.1, pp.315-321, 2010.

S. Xu, A. Shamsabadi, and E. Taciroglu, «Evaluation of active and passive seismic earth pressures considering internal friction and cohesion», Soil Dynamics and Earthquake Engineering, vol.70, p.163, 2015.

X. Yang, Upper bound limit analysis of active earth pressure with different fracture surface and nonlinear yield criterion, Theoretical and Applied Fracture Mechanics, vol.47, issue.1, pp.46-56, 2007.

S. Yasuda, H. Nagase, H. Kiku, and Y. Uchida, «The mechanism and a simplified procedure for the analysis of permanent ground displacement due to liquefaction, Soils and Foundations, vol.32, issue.1, p.96, 1992.

M. Yazdani, A. Azad, A. H. Farshi, and S. Talatahari, Mononobe-Okabe" method for seismic design of retaining walls, Journal of Applied Mathematics, vol.2013, p.188, 2013.

S. Zamiran and A. Osouli, Earth Pressures of Clayey Backfilled Retaining Walls under Seismic Loading», dans XV Danube-European Conference on Geotechnical Engineering, p.136, 2014.

S. Zamiran and A. Osouli, Seismic performance of cantilever retaining walls with clayey backfills», dans International Foundation Congress and Equipement Exposition (IFCEE 2015), vol.63, p.136, 2015.

S. Zamiran and A. Osouli, Seismic motion response and fragility analyses of cantilever retaining walls with cohesive backfill», Soils and Foundations, vol.58, p.136, 2018.

J. Zhang, X. Wang, and R. Hu, «A calculation method of the earth pressure against retaining wall under seismic action, Chinese Journal of Rock Mechanics and Engineering, vol.36, issue.4, p.163, 2017.

L. Zhang and C. Thornton, «A numerical examination of the direct shear test, Géotechnique, vol.57, pp.343-354, 2007.

S. Zhang, D. Yang, Y. Sheng, S. W. Garrity, and L. Xu, «Numerical modelling of FRPreinforced masonry walls under in-plane seismic loading, Construction and Building Materials, vol.134, p.123, 2017.

X. Zhang, N. C. Koutsabeloulis, S. Hope, and A. P. , «A finite element analysis for the stability of drystone masonry retaining walls, Géotechnique, vol.54, issue.1, p.34, 2004.

F. Ziani, Contribution à l'étude du compactage des sols : Cas particulier du comportement des sables très peu denses, Grembloux, vol.79, p.235, 1987.