The theories of lateral earth pressure (Mohr-Coulomb and Rankine) will be explained in detail as well as their implications into the design of earth retaining structures and the stability of slopes. Finite element analysis of prestressed structural membranes. The Zienkiewicz Centre for Computational Engineering is acknowledged internationally as the leading UK centre for computational engineering research. Dr. Antonio Gil Associate Professor Zienkiewicz Centre for Computational Engineering Swansea University Seminar Title: The Immersed Structural Potential Method for the Analysis of Fluid Structure Interaction Problems. Principal investigator at Cardiff University: Dr. S. Kulasegaram. Ledger (Keele University, UK), Prof. P. Betsch (KIT, Germany), Prof. C. Hesch (Siegen University, Germany), Prof. J. Bonet (University of Greenwich, UK), Prof. F. Auricchio (University of Pavia, Italy), Prof. W. Wall (Technical University of Munich, Germany), Prof. A. Huerta (Universitat Politecnica de Catalunya, Spain), Prof. F. Chinesta (ENSAM, France),  Prof. L. Stainier & Dr. T. Heuze (Ecole Centrale de Nantes, France), Prof. P-H Maire (French Atomic Energy Commission), Prof. G. Scovazzi (Duke University, USA), Dr. A. Barlow (UK Atomic Weapons Establishment), Dr. Rogelio Ortigosa and Dr. J. Martinez Frutos (University of Cartagena, Spain), Dr. M. Aguirre (Mines Saint-Etienne, France), Established (current) research collaboration with Dr. M. Mallet (SIEMENS Healthineers), Dr. R. Said (ESI Group), Dr. O. Conger (Rototherm, UK), Dr. A. Poole (LeapTechnology, Denmark). A first order hyperbolic framework for large strain computational solid dynamics. Haider, J., Lee, C., Gil, A., & Bonet, J. Jibran Haider a, Chun Hean Lee a, Antonio J. Gil a, Javier Bonet b and Antonio Huerta c m.j.haider@swansea.ac.uk a Zienkiewicz Centre for Computational Engineering, College of Engineering, Scarpa, F., Adhikari, S., Gil, A., Remillat, C., & Adhikari, S. The bending of single layer graphene sheets: the lattice versus continuum approach. Bonet, J., Gil, A., Wood, R., Said, R., & Curtis, R. Structural analysis of prestressed Saint Venant–Kirchhoff hyperelastic membranes subjected to moderate strains. The simulation of 3D unsteady incompressible flows with moving boundaries on unstructured meshes. A new framework for large strain electromechanics based on convex multi-variable strain energies: Conservation laws, hyperbolicity and extension to electro-magneto-mechanics. Bonet, J., Lee, C., Gil, A., & Ghavamian, A. A computational framework for polyconvex large strain elasticity. (Swansea University) Gil. Bagwell, S., Ledger, P., Gil, A., Mallett, M., & Kruip, M. A linearised hp-finite element framework for acousto-magneto-mechanical coupling in axisymmetric MRI scanners. Wood, R., Curtis, R., Bonet, J., Said, R., Gil, A., Garriga-Majo, D., Li, X., & Gil, A. Aguirre, M., Gil, A., Bonet, J., Lee, C., & Gil, A. Nonlinear Solid Mechanics for Finite Element Analysis: Statics Poya, R., Gil, A., Ortigosa, R., Sevilla, R., Bonet, J., & Wall, W. A curvilinear high order finite element framework for electromechanics: From linearised electro-elasticity to massively deformable dielectric elastomers. An enhanced Immersed Structural Potential Method (ISPM) for the simulation of Fluid-Structure Interaction Problems. A mortar approach for fluid–structure interaction problems: Immersed strategies for deformable and rigid bodies. Antonio Gil. Having been awarded the National 1st Prize by the Spanish Ministry of Education in 2000, he has since received a number of further research prizes both as Principal Investigator and PhD supervisor, including the prestigious UK Philip Leverhulme Prize in 2011 and the ECCOMAS 2016 Olgierd Cecil Zienkiewicz award for his contributions as a young investigator in the field of computational mechanics. A new Jameson–Schmidt–Turkel Smooth Particle Hydrodynamics algorithm for large strain explicit fast dynamics. A new variational framework for large strain piezoelectric hyperelastic materials. Part II: Total Lagrangian compressible, nearly incompressible and truly incompressible elasticity. A discrete geometric conservation law (DGCL) for a cell vertex finite-volume algorithm on moving domains. Gil, A., Lee, C., Bonet, J., & Aguirre, M. A stabilised Petrov–Galerkin formulation for linear tetrahedral elements in compressible, nearly incompressible and truly incompressible fast dynamics. 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