References
- Arenas de Pablo, J.J., 2002. Caminos en el aire. Colección ciencias, humanidades e ingeniería. Vol. 1. Madrid: Colegio de Ingenieros de Caminos, Canales y Puertos.
- Bolton, M.D., 2000 July. The role of michromechanics in soil mechanics. In: International Workshop on Soil Crushability Yamaguchi University. Japan.
- Crisfield, M.A., 1984. A finite element computer program for the analysis of masonry arches. Technical Report, TRRL Laboratory Report 1115. Crowthorne: Department of Transport.
- Cundall, P.A., 1971. A computer model for simulating progressive large scale movements in blocky rock systems. Proceedings - Symposium on Rock Mechanics, I, Paper no II-8.
- Cundall, P.A., 1988. Formulation of a three-dimensional distinct element model – part I: a scheme to detect and represent contacts in a system composed of many polyhedral blocks. International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 25, 107–116. doi:https://doi.org/10.1016/0148-9062(88)92293-0
- Fairfield, C.A., 1994. Soil-structure interaction in arch bridges. PhD Thesis. University of Edinburgh.
- Gonzalez Navarro, L. and López Hurtado, D., 2014. Modelización mediante elementos finitos de las deformaciones en los rellenos kársticos de la Sierra de Atapuerca. Proyecto de investigación. Burgos: Universidad de Burgos.
- Heyman, J., 1995. Teoría, historia y restauración de estructuras de fábrica. Madrid: Centro de estudios históricos de obras públicas y urbanismo (CEHOPU), Instituto Juan de Herrera.
- Huerta Fernández, S., 2002. Arcos, bóvedas y cúpulas. Geometría y equilibrio en el cálculo tradicional de estructuras de fábrica. Madrid: Instituto Juan de Herrera, Escuela Técnica Superior de Arquitectura.
- Itasca Consulting Group Inc., 2008. PFC2D. Version 4.0. Minneapolis: ICG.
- Lemos., J.V., 2007. Discrete element modeling of masonry structures. International Journal of Architectural Heritage, 1 (2), 190–213. doi:https://doi.org/10.1080/15583050601176868
- Martín-Caro Álamo, J.A., Martínez, J.L., and León González, M.Y.J., 2001. Significado estructural del relleno en los puentes arco de fábrica. In: 12ª Conferencia Internacional de Fábrica y Mampostería Ladrillo/Bloque, 25–28 June 2000 Madrid, Spain.
- MEXE, Military load classification of civil bridges by reconnaissance and correlation methods, 1963. Christchurch: Military Engineering Experimental Establishment. [SOLOG study B38].
- Morris, J.P. and Cleary, P.W., 2009. Advances in discrete element methods for geomechanics. Geomechanics and Geoengineering, 4 (1), 1. doi:https://doi.org/10.1080/17486020902791016
- Potyondy, D.O. and Cundall, P.A., 2004. A bonded-particle model for rock. International Journal of Rock Mechanics and Mining Sciences, 41, 1329–1364. doi:https://doi.org/10.1016/j.ijrmms.2004.09.011
- Ramos Casquero., A., 2011. Caracterización estructural de los rellenos situados en el trasdós de bóvedas de edificios históricos. Thesis (PhD). Universidad Politécnica de Madrid.
- Regan, O.M., et al., 2017. Application of a coupled homogenization-damage model to masonry tunnel vaults. Computers and Geotechnics, 83, 132–141.
- Sejourné, P., 1913–1916. Grandes Voûtes. Vol. 3. Bourges: Imprimerie Vve Tardy-Pigelet et Fils.
- Shi, G.H., 1992. Discontinuous deformation analysis: a new numerical model for the static and dynamics of deformable block structures. Engineering Computations, 9, 157–168.
- Tavalingam, A., et al., 2001. Computational framework for discontinuous modelling of masonry arch bridges. Computers and Structures, 79, 1821–1830. doi:https://doi.org/10.1016/S0045-7949(01)00102-X
- Tower, K.D.S. and Sawko, F., 1982. Limit state behaviour of brickwork arches. In: Proc 6th International Brick Masonry Conference. Rome: Engineering Technics Press.
- Towler, K.D.S., 1985. The non-linear finite element analysis of bridgemill masonry arch bridge. Masonry International, 5, 1985.