Daniel Kudenko, Dimitar Kazakov, Eduardo Alonso
In order to be truly autonomous, agents need the ability to learn from and adapt to the environment and other agents. This chapter introduces key concepts of machine learning and how they apply to...
Normative Pragmatics for Agent Communication Languages (2008)
Rodrigo Agerri, Eduardo Alonso
Abstract. The ability to communicate is one of the crucial properties of agents. In this paper a normative approach to the pragmatics of Agent Communication Languages (ACLs) is proposed. In an open...
E.: Semantics and Pragmatics for Agent Communication (2008)
Rodrigo Agerri, Eduardo Alonso
Abstract. For the successful management of interactions in open multiagent systems, a social framework is needed to complement a standard semantics and interaction protocols for agent communication....
Gas flow through clay barriers (2008)
Olivella Pastallé, Sebastià, Alonso, Eduardo (Alonso Pérez De Agreda)
"Geotechnical Research Medal" de la Institution of Civil Engineers (London)
Gas flow through clay barriers (2008)
Olivella Pastallé, Sebastià, Alonso, Eduardo (Alonso Pérez De Agreda)
"Geotechnical Research Medal" de la Institution of Civil Engineers (London)
Neither utilities nor norms: A preliminary report on rights in MAS (2007)
Abstract. As utility calculus cannot account for an important part of agents ' behaviour in Multi-Agent Systems (MAS), researchers have progressively adopted a more normative approach....
Logic-based Learning in Conflict Simulation Domains (2007)
Eduardo Alonso, Daniel Kudenko
It is infeasible to specify complex Multi-Agent Systems in advance. Machine Learning techniques enable agents to learn from and adapt to the dynamic environment. So far, Reinforcement Learning...
This research has been supported by the Universidad del Pa'is Vasco / Euskal (2007)
Abstract. In the 80's and throughout the 90's Multi-Agent Systems have replaced single agents as the computing paradigm in Artificial Intelligence. In this paper, we follow this transition...
Theoretical investigation of the time-dependent behaviour of rockfill (2007)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
Long-term strain records obtained in large-diameter oedometer tests on compacted gravels demonstrated that strains could be linearly related with the logarithm of time. Delayed compressibility...
A constitutive model for soft clayey rocks that includes weathering effects (2007)
Pinyol, N., Vaunat, Jean, Alonso, Eduardo (Alonso Pérez De Agreda)
Microstructural and mineralogical observations of claystones reveal the presence of clay aggregates bonded by a skeleton of inert minerals such as calcium carbonate. The behaviour of these natural...
Theoretical investigation of the time-dependent behaviour of rockfill (2007)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
Long-term strain records obtained in large-diameter oedometer tests on compacted gravels demonstrated that strains could be linearly related with the logarithm of time. Delayed compressibility...
A constitutive model for soft clayey rocks that includes weathering effects (2007)
Pinyol, N., Vaunat, Jean, Alonso, Eduardo (Alonso Pérez De Agreda)
Microstructural and mineralogical observations of claystones reveal the presence of clay aggregates bonded by a skeleton of inert minerals such as calcium carbonate. The behaviour of these natural...
Mechanisms of gas transport in clay barriers (2006)
Alonso, Eduardo (Alonso Pérez De Agreda), Olivella Pastallé, Sebastià, Arnedo Gaute, Diego
Laboratory experiments show that preferential paths develop through saturated impervious clay bodies. A procedure to integrate gas transmission discontinuities into a general THM formulation is...
Mechanisms of gas transport in clay barriers (2006)
Alonso, Eduardo (Alonso Pérez De Agreda), Olivella Pastallé, Sebastià, Arnedo Gaute, Diego
Laboratory experiments show that preferential paths develop through saturated impervious clay bodies. A procedure to integrate gas transmission discontinuities into a general THM formulation is...
Aznalcóllar dam failure. Part 1: Field observations and material properties (2006)
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio)
The paper describes the failure of Aznalcóllar dam, in southern Spain, in April 1998. The rockfill dam slid forward and released a flow of acid-saturated tailings. The geology and geomorphology of...
Aznalcóllar dam failure. Part 3: Dynamics of the motion (2006)
Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
The motion of the Aznalcóllar dam slide, after the initiation of the failure, is examined in the paper. The moving mass remained essentially rigid, and Newton’s second law provides the basic...
Aznalcóllar dam failure. Part 2: Stability conditions and failure (2006)
Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
An analysis of the conditions that led to the failure of the Aznalcóllar dam is made in the paper. Pore water pressures prevailing in the foundation clay at the time of the failure have been...
Rodrigo Agerri, Eduardo Alonso
Abstract. The ability to communicate is one of the most important properties of agents. In an open environment, like the Internet, in which agents are designed in many different ways, it is important...
Mechanisms of gas transport in clay barriers (2006)
Alonso, Eduardo (Alonso Pérez De Agreda), Olivella Pastallé, Sebastià, Arnedo Gaute, Diego
Laboratory experiments show that preferential paths develop through saturated impervious clay bodies. A procedure to integrate gas transmission discontinuities into a general THM formulation is...
Aznalcóllar dam failure. Part 1: Field observations and material properties (2006)
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio)
The paper describes the failure of Aznalcóllar dam, in southern Spain, in April 1998. The rockfill dam slid forward and released a flow of acid-saturated tailings. The geology and geomorphology of...
Aznalcóllar dam failure. Part 3: Dynamics of the motion (2006)
Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
The motion of the Aznalcóllar dam slide, after the initiation of the failure, is examined in the paper. The moving mass remained essentially rigid, and Newton’s second law provides the basic...
Aznalcóllar dam failure. Part 2: Stability conditions and failure (2006)
Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
An analysis of the conditions that led to the failure of the Aznalcóllar dam is made in the paper. Pore water pressures prevailing in the foundation clay at the time of the failure have been...
The FEBEX benchmark test: case definition and comparison of modelling approaches (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Alcoverro, J., Coste, F., Selvadurai, A.P.S., Malinsky, L., ...
The FEBEX (Full-scale Engineered Barriers Experiment in Crystalline Host Rock) ‘‘in situ’’ test was installed at the Grimsel Test Site underground laboratory (Switzerland) and is a...
Modelling the field behaviour of a granular expansive barrier (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Hoffmann, Christian
The large scale ‘‘Engineered Barrier’’ (EB) experiment, performed at the Mont Terri Underground Laboratory is described. A coupled hydromechanical model is then used to simulate the test...
Hydro-mechanical behaviour of bentonite pellet mixtures (2005)
Hoffmann, Christian, Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique
Granular mixtures made of high-density pellets of bentonite are being evaluated as an alternative buffer material for waste isolation. Ease of handling is an often-mentioned advantage. The paper...
The FEBEX benchmark test: case definition and comparison of modelling approaches (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Alcoverro, J., Coste, F., Selvadurai, A.P.S., Malinsky, L., ...
The FEBEX (Full-scale Engineered Barriers Experiment in Crystalline Host Rock) ‘‘in situ’’ test was installed at the Grimsel TestSite underground laboratory (Switzerland) and is a...
Modelling the field behaviour of a granular expansive barrier (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Hoffmann, Christian
The large scale ‘‘Engineered Barrier’’ (EB) experiment, performed at the Mont Terri Underground Laboratory is described. A coupledhydromechanical model is then used to simulate the test...
Hydro-mechanical behaviour of bentonite pellet mixtures (2005)
Hoffmann, Christian, Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique
Granular mixtures made of high-density pellets of bentonite are being evaluated as an alternative buffer material for waste isolation.Ease of handling is an often-mentioned advantage. The paper...
A review of Beliche Dam (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Olivella Pastallé, Sebastià, Pinyol, N.
Beliche Dam, a zoned earthdam with rockfill shouldersand a central clay core, experienced large collapse settlements due to reservoir impounding and direct action of rainfall. Long-term field records...
The FEBEX benchmark test: case definition and comparison of modelling approaches (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Alcoverro, J., Coste, F., Selvadurai, A.P.S., Malinsky, L., ...
The FEBEX (Full-scale Engineered Barriers Experiment in Crystalline Host Rock) ‘‘in situ’’ test was installed at the Grimsel Test Site underground laboratory (Switzerland) and is a...
Modelling the field behaviour of a granular expansive barrier (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Hoffmann, Christian
The large scale ‘‘Engineered Barrier’’ (EB) experiment, performed at the Mont Terri Underground Laboratory is described. A coupled hydromechanical model is then used to simulate the test...
Hydro-mechanical behaviour of bentonite pellet mixtures (2005)
Hoffmann, Christian, Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique
Granular mixtures made of high-density pellets of bentonite are being evaluated as an alternative buffer material for waste isolation. Ease of handling is an often-mentioned advantage. The paper...
A review of Beliche Dam (2005)
Alonso, Eduardo (Alonso Pérez De Agreda), Olivella Pastallé, Sebastià, Pinyol, N.
"Crampton Price" de la Institution of Civil Engineers (London)
Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting (2004)
Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique, Hoffmann Jauge, Christian Amadeo, García Escudero, Enrique
Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop...
Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting (2004)
Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique, Hoffmann Jauge, Christian Amadeo, García Escudero, Enrique
Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during differentstages of their design life. Clayey soils subjected to these processes develop...
Expansive bentonite–sand mixtures in cyclic controlled-suction drying and wetting (2004)
Alonso, Eduardo (Alonso Pérez De Agreda), Romero Morales, Enrique, Hoffmann Jauge, Christian Amadeo, García Escudero, Enrique
Expansive clay buffers in radioactive waste disposal designs experience cyclic drying and wetting paths during different stages of their design life. Clayey soils subjected to these processes develop...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internal porosity (microporosity). Larger voids (macroporosity) between those units are...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internal porosity (microporosity). Larger voids (macroporosity) between those units are...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internalporosity (microporosity). Larger voids (macroporosity) between those units are...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internalporosity (microporosity). Larger voids (macroporosity) between those units are...
Suction effects on rockfill compressibility (2003)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
A conceptual mechanism of rockfill deformation was postulated by Oldecop & Alonso (2001) on the basis of the observed rockfill behaviour in suction-controlled oedometer tests. Rockfill mechanical...
Mechanical behaviour of heavily compacted bentonite under high suction changes (2003)
Lloret Morancho, Antonio, Villar, María Victoria, Sánchez, M., Gens, A. (Antonio), Pintado I Llurba, Xavier, Alonso, Eduardo (Alonso Pérez De Agreda)
The paper reports the results of an experimental study carried out on a bentonite compacted to a dry density of up to 1·7 Mg=m3, a high value for this type of soil. The soil fabric has been studied...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internal porosity (microporosity). Larger voids (macroporosity) between those units are...
Microstructural model for delayed deformation of clay: loading history effects (2003)
Alonso, Eduardo (Alonso Pérez De Agreda), Navarro, Vicente
Microstructural observations of clayey soils indicate that clay particles are aggregated in units of low internal porosity (microporosity). Larger voids (macroporosity) between those units are...
Suction effects on rockfill compressibility (2003)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
A conceptual mechanism of rockfill deformation was postulated by Oldecop & Alonso (2001) on the basis of the observed rockfill behaviour in suction-controlled oedometer tests. Rockfill mechanical...
Mechanical behaviour of heavily compacted bentonite under high suction changes (2003)
Lloret Morancho, Antonio, Villar, María Victoria, Sánchez, M., Gens, A. (Antonio), Pintado I Llurba, Xavier, Alonso, Eduardo (Alonso Pérez De Agreda)
The paper reports the results of an experimental study carried out on a bentonite compacted to a dry density of up to 1·7 Mg=m3, a high value for this type of soil. The soil fabric has been studied...
Alonso, Eduardo, Cañas, Enrique, Dios, Anabel De, Mellado, Rafael, Pereira, Liliana, Fernández, Pablo, ...
Ofrece la mayoría de las intervenciones de los participantes en los Encuentros I y II de Profesorado de E/LE organizados por la escuela International House de Madrid. En él se recogen experiencias...
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio), Delahaye, C.H.
The behaviour of an instrumented unstable slope in a profile of weathered overconsolidated clay has been analysed. Available field investigation data and laboratory tests were integrated in a coupled...
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio), Delahaye, C.H.
The behaviour of an instrumented unstableslope in a profile of weathered overconsolidated clay hasbeen analysed. Available field investigation data and laboratorytests were integrated in a coupled...
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio), Delahaye, C.H.
The behaviour of an instrumented unstable slope in a profile of weathered overconsolidated clay has been analysed. Available field investigation data and laboratory tests were integrated in a coupled...
Special Issue on Agents (2001)
Alonso, Eduardo, Colton, Simon, Kodenko, Daniel, Moreau, Luc, Schroeder, Michael, Stathis, Kostas
Special Issue on Agents (2001)
Alonso, Eduardo, Colton, Simon, Kodenko, Daniel, Moreau, Luc, Schroeder, Michael, Stathis, Kostas
Special Issue on Agents (2001)
Alonso, Eduardo, Colton, Simon, Kodenko, Daniel, Moreau, Luc, Schroeder, Michael, Stathis, Kostas
Alonso, Eduardo, Kudenko, Daniel
Este articulo presenta algunos resultados preliminares en la arquitectura e implementacion de un sistema de multiples agentes basado en logica en un dominio de simulacion de conflictos. En el...
Alonso, Eduardo, Kudenko, Daniel
Este articulo presenta algunos resultados preliminares en la arquitectura e implementacion de un sistema de multiples agentes basado en logica en un dominio de simulacion de conflictos. En el...
Microstructural deformation mechanisms of unsaturated granular soils (2001)
Gili Ripoll, Josep Antoni, Alonso, Eduardo (Alonso Pérez De Agreda)
A discrete model for unsaturated granular soils has been developed. Three discrete entities have been defined: particles, water menisci and pores. Local interaction forces and water transfer...
Microstructural deformation mechanisms of unsaturated granular soils (2001)
Gili Ripoll, Josep Antoni, Alonso, Eduardo (Alonso Pérez De Agreda)
A discrete model for unsaturated granular soils has been developed. Three discrete entities have beendefined: particles, water menisci and pores. Local interaction forces and water transfer...
Secondary compression of clays as a local dehydration process (2001)
Navarro, V., Alonso, Eduardo (Alonso Pérez De Agreda)
Long-term volumetric deformations of clays are interpreted in terms of water transfer from clay aggregates to the bulk water. Chemical potentials for the two states of water are first derived and...
A model for rockill compressibility (2001)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
The paper presents a macroscopic constitutive model for rockill that includes the effect of water on compressibility and collapse phenomena. Breakage of rock particles and fracture propagation are...
Scott Moss, Chris Preist, Stefan Poslad, Patricia Charlton, Monique Calisti, Volker Roth, ...
issue
Machine Learning for Logic-Based Multi-Agent Systems (2001)
Eduardo Alonso, Daniel Kudenko
Introduction When developing a Multi-Agent System (MAS), it is very difficult and sometimes even impossible to foresee all potential situations the agents could encounter and specify their behaviour...
Microstructural deformation mechanisms of unsaturated granular soils (2001)
Gili Ripoll, Josep Antoni, Alonso, Eduardo (Alonso Pérez De Agreda)
A discrete model for unsaturated granular soils has been developed. Three discrete entities have been defined: particles, water menisci and pores. Local interaction forces and water transfer...
Secondary compression of clays as a local dehydration process (2001)
Navarro, V., Alonso, Eduardo (Alonso Pérez De Agreda)
Long-term volumetric deformations of clays are interpreted in terms of water transfer from clay aggregates to the bulk water. Chemical potentials for the two states of water are first derived and...
A model for rockill compressibility (2001)
Oldecop, Luciano A., Alonso, Eduardo (Alonso Pérez De Agreda)
The paper presents a macroscopic constitutive model for rockill that includes the effect of water on compressibility and collapse phenomena. Breakage of rock particles and fracture propagation are...
Soil heterogeneity and preferential paths for gas migration (2000)
Delahaye, C.H., Alonso, Eduardo (Alonso Pérez De Agreda)
Preferential paths are often reported in connection with gas breakthrough experiments. These preferential paths may be explained, in a deformable soil skeleton, by the action of pressurised gas along...
Factors controlling rock–clay buffer interaction in a radioactive waste repository (2000)
Gens, A. (Antonio), Guimaraes, L. Do N., Garcia-Molina, A., Alonso, Eduardo (Alonso Pérez De Agreda)
The paper examines the interaction between host rock and a clay-based engineered barrier in the context of deep underground disposal of high-level radioactive waste. A large scale ‘‘in situ’’...
Soil heterogeneity and preferential paths for gas migration (2000)
Delahaye, C.H., Alonso, Eduardo (Alonso Pérez De Agreda)
Preferential paths are often reported in connection with gas breakthrough experiments. These preferential paths may beexplained, in a deformable soil skeleton, by the action of pressurised gas along...
Factors controlling rock–clay buffer interaction in a radioactive waste repository (2000)
Gens, A. (Antonio), Guimaraes, L. Do N., Garcia-Molina, A., Alonso, Eduardo (Alonso Pérez De Agreda)
The paper examines the interaction between host rock and a clay-based engineered barrier in the context of deepunderground disposal of high-level radioactive waste. A large scale ‘‘in situ’’...
Logic-based multi-agent systems for conflict simulations (2000)
Eduardo Alonso, Daniel Kudenko
This paper presents some preliminary results on the architecture and implementation of a logic-based multi-agent system in a conflict simulation domain. On a micro/agent level, we introduce the...
Soil heterogeneity and preferential paths for gas migration (2000)
Delahaye, C.H., Alonso, Eduardo (Alonso Pérez De Agreda)
Preferential paths are often reported in connection with gas breakthrough experiments. These preferential paths may be explained, in a deformable soil skeleton, by the action of pressurised gas along...
Factors controlling rock–clay buffer interaction in a radioactive waste repository (2000)
Gens, A. (Antonio), Guimaraes, L. Do N., Garcia-Molina, A., Alonso, Eduardo (Alonso Pérez De Agreda)
The paper examines the interaction between host rock and a clay-based engineered barrier in the context of deep underground disposal of high-level radioactive waste. A large scale ‘‘in situ’’...
Modeling swelling soils for disposal barriers (1999)
Navarro, Vicente, Alonso, Eduardo (Alonso Pérez De Agreda)
A fully coupled advanced formulation for heat, liquid and gas transfer in unsaturated deforming soils is presented. Balance equations are rooted in the theory of mixtures. A double porosity model,...
Modeling swelling soils for disposal barriers (1999)
Navarro, Vicente, Alonso, Eduardo (Alonso Pérez De Agreda)
A fully coupled advanced formulation for heat, liquid and gas transfer in unsaturateddeforming soils is presented. Balance equations are rooted in the theory of mixtures. A doubleporosity model,...
Machine learning techniques for adaptive logic-based multi-agent systems (1999)
Eduardo Alonso, Daniel Kudenko
Abstract: It is widely recognised in the agent community that one of the more important features of high level agents is their capability to adapt and learn in dynamic, uncertain domains [11, 28]. A...
Eduardo Alonso, Daniel Kudenko
: It is widely recognised in the agent community that one of the more important features of high level agents is their capability to adapt and learn in dynamic, uncertain domains [12, 30]. A lot of...
Modeling swelling soils for disposal barriers (1999)
Navarro, Vicente, Alonso, Eduardo (Alonso Pérez De Agreda)
A fully coupled advanced formulation for heat, liquid and gas transfer in unsaturated deforming soils is presented. Balance equations are rooted in the theory of mixtures. A double porosity model,...
Modelling the mechanical behaviour of expansive clays (1998)
Alonso, Eduardo (Alonso Pérez De Agreda), Vaunat, Jean, Gens, A. (Antonio)
A simple formalism is presented to model the behaviour of expansive clays. Two levels of structure are considered. The behaviour of the macrostructure follows the model developed for unsaturated...
Modelling the mechanical behaviour of expansive clays (1998)
Alonso, Eduardo (Alonso Pérez De Agreda), Vaunat, Jean, Gens, A. (Antonio)
A simple formalism is presented to model the behaviour of expansive clays. Two levels of structure are considered.The behaviour of the macrostructure follows the model developed for unsaturated...
Groups and Societies: One and the Same Thing (1998)
Abstract. To answer this question, we propose a general model of coordination in Multi-Agent Systems. Autonomous agents first recognise how they depend on each other (they may need or prefer to...
How individuals negotiate societies (1998)
In this paper we propose a formal model of coordination in Multi-Agent Systems. Wooldridge and Jennings [15] restrict their approach to Cooperative Problem Solving cases insisting in a team-formation...
Modelling the mechanical behaviour of expansive clays (1998)
Alonso, Eduardo (Alonso Pérez De Agreda), Vaunat, Jean, Gens, A. (Antonio)
A simple formalism is presented to model the behaviour of expansive clays. Two levels of structure are considered. The behaviour of the macrostructure follows the model developed for unsaturated...
A Formal Framework for the Representation of Negotiation Protocols (1997)
Negotiation has been a subject of central interest in DAI, proposed specially as a means for autonomous, self-interested agents to communicate and compromise in Multiagent Systems (Conry
We propose a logical framework to represent a bilateral incentive negotiation protocol about task distribution over the space of pure deals. We first extend Bell's logic [3] to represent...
Evaluation of Safety Factors in Discontinuous Rock (1996)
Alonso, Eduardo (Alonso Pérez De Agreda), Carol Vilarasau, Ignacio, Delahaye, C.H., Gens, A. (Antonio), Prat Catalán, Pere
Safety factors for kinematically admissible failure mechanisms in jointed rock masses have been defined with linear and nonlinear failure criteria for rock discontinuities. Data required to compute...
Evaluation of Safety Factors in Discontinuous Rock (1996)
Alonso, Eduardo (Alonso Pérez De Agreda), Carol Vilarasau, Ignacio, Delahaye, C.H., Gens, A. (Antonio), Prat Catalán, Pere
Safety factors for kinematically admissible failure mechanisms in jointed rockmasses have been defined with linear and nonlinear failure criteria for rockdiscontinuities. Data required to compute...
Evaluation of Safety Factors in Discontinuous Rock (1996)
Alonso, Eduardo (Alonso Pérez De Agreda), Carol Vilarasau, Ignacio, Delahaye, C.H., Gens, A. (Antonio), Prat Catalán, Pere
Safety factors for kinematically admissible failure mechanisms in jointed rock masses have been defined with linear and nonlinear failure criteria for rock discontinuities. Data required to compute...
Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media (1995)
Olivella Pastallé, Sebastià, Gens, A. (Antonio), Carrera Ramírez, Jesús, Alonso, Eduardo (Alonso Pérez De Agreda)
Salt rocks are being considered as potential recipients for geologic disposal of nuclear waste because of their favourable hydraulic and mechanical properties. In essence, processes controlling the...
Suction-controlled experiments on Boom clay (1995)
Bernier, F., Volckaert, G., Alonso, Eduardo (Alonso Pérez De Agreda), Villar, M.
The understanding of the thermo-hydro-mechanical behaviour of a clay barrier is needed for the prediction of its final in situ properties after the hydration and thermal transient in a radioactive...
Coupled analysis of a backfill hydration test (1995)
Alonso, Eduardo (Alonso Pérez De Agreda), Lloret Morancho, Antonio, Delahaye, C.H., Vaunat, Jean, Gens, A. (Antonio), Volckaert, G.
BACCHUS2 in situ isothermal wetting experiment has been analysed by means of a coupled flow-deformation approach. Backfill material, a mixture of Boom clay powder and high density pellets, has been...
Analysis of a full scale in situ test simulating repository conditions (1995)
Gens, A. (Antonio), Garcia-Molina, A. J., Olivella Pastallé, Sebastià, Alonso, Eduardo (Alonso Pérez De Agreda), Huertas, F.
Coupled thermo-hydro-mechanical (THM) analyses have been used to examine the interacting phenomena associated with the simultaneous heating and hydration of an engineered bentonite barrier placed in...
Parameter and variance estimation in geotechnical backanalysis using prior information (1995)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
A probabilistic framework to perform inverse analysis of geotechnical problems is presented. The formulation allows the incorporation of existing prior information on the parameters in a consistent...
Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media (1995)
Olivella Pastallé, Sebastià, Gens, A. (Antonio), Carrera Ramírez, Jesús, Alonso, Eduardo (Alonso Pérez De Agreda)
Salt rocks are being considered as potential recipients for geologic disposal ofnuclear waste because of their favourable hydraulic and mechanical properties.In essence, processes controlling the...
Suction-controlled experiments on Boom clay (1995)
Bernier, F., Volckaert, G., Alonso, Eduardo (Alonso Pérez De Agreda), Villar, M.
The understanding of the thermo-hydro-mechanical behaviour of a clay barrier is needed for the prediction of itsfinal in situ properties after the hydration and thermal transient in a radioactive...
Coupled analysis of a backfill hydration test (1995)
Alonso, Eduardo (Alonso Pérez De Agreda), Lloret Morancho, Antonio, Delahaye, C.H., Vaunat, Jean, Gens, A. (Antonio), Volckaert, G.
BACCHUS2 in situ isothermal wetting experiment has been analysed by means of a coupled flow-deformationapproach. Backfill material, a mixture of Boom clay powder and high density pellets, has...
Analysis of a full scale in situ test simulating repository conditions (1995)
Gens, A. (Antonio), Garcia-Molina, A. J., Olivella Pastallé, Sebastià, Alonso, Eduardo (Alonso Pérez De Agreda), Huertas, F.
Coupled thermo-hydro-mechanical (THM) analyses have been used to examine the interacting phenomenaassociated with the simultaneous heating and hydration of an engineered bentonite barrier placed in a...
Parameter and variance estimation in geotechnical backanalysis using prior information (1995)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
A probabilistic framework to perform inverse analysis of geotechnical problems is presented. The formulationallows the incorporation of existing prior information on the parameters in a consistent...
Numerical formulation for a simulator (CODE_BRIGHT) for the coupled analysis of saline media (1995)
Olivella Pastallé, Sebastià, Gens, A. (Antonio), Carrera Ramírez, Jesús, Alonso, Eduardo (Alonso Pérez De Agreda)
Salt rocks are being considered as potential recipients for geologic disposal of nuclear waste because of their favourable hydraulic and mechanical properties. In essence, processes controlling the...
Suction-controlled experiments on Boom clay (1995)
Bernier, F., Volckaert, G., Alonso, Eduardo (Alonso Pérez De Agreda), Villar, M.
The understanding of the thermo-hydro-mechanical behaviour of a clay barrier is needed for the prediction of its final in situ properties after the hydration and thermal transient in a radioactive...
Coupled analysis of a backfill hydration test (1995)
Alonso, Eduardo (Alonso Pérez De Agreda), Lloret Morancho, Antonio, Delahaye, C.H., Vaunat, Jean, Gens, A. (Antonio), Volckaert, G.
BACCHUS2 in situ isothermal wetting experiment has been analysed by means of a coupled flow-deformation approach. Backfill material, a mixture of Boom clay powder and high density pellets, has been...
Analysis of a full scale in situ test simulating repository conditions (1995)
Gens, A. (Antonio), Garcia-Molina, A. J., Olivella Pastallé, Sebastià, Alonso, Eduardo (Alonso Pérez De Agreda), Huertas, F.
Coupled thermo-hydro-mechanical (THM) analyses have been used to examine the interacting phenomena associated with the simultaneous heating and hydration of an engineered bentonite barrier placed in...
Parameter and variance estimation in geotechnical backanalysis using prior information (1995)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
A probabilistic framework to perform inverse analysis of geotechnical problems is presented. The formulation allows the incorporation of existing prior information on the parameters in a consistent...
Estimation of Parameters in Geotechnical Backanalysis: I. Maximum Likelihood Approach (1994)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
The estimation of soil and rock parameters based on field instrumentation data is a common procedure in geomechanics. The use of system identification and optimization techniques allows the...
Gens, A. (Antonio), Ledesma Villalba, Alberto, Alonso, Eduardo (Alonso Pérez De Agreda)
A general statistical framework to perform backanalysis in geotechnical problems from field instrumentation has been presented in a companion paper. Here, an application to a real case involving the...
Estimation of Parameters in Geotechnical Backanalysis: I. Maximum Likelihood Approach (1994)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
The estimation of soil and rock parameters based on field instrumentationdata is a common procedure in geomechanics. The use of system identificationand optimization techniques allows the performance...
Gens, A. (Antonio), Ledesma Villalba, Alberto, Alonso, Eduardo (Alonso Pérez De Agreda)
A general statistical framework to perform backanalysis in geotechnicalproblems from field instrumentation has been presented in a companion paper.Here, an application to a real case involving the...
Estimation of Parameters in Geotechnical Backanalysis: I. Maximum Likelihood Approach (1994)
Ledesma Villalba, Alberto, Gens, A. (Antonio), Alonso, Eduardo (Alonso Pérez De Agreda)
The estimation of soil and rock parameters based on field instrumentation data is a common procedure in geomechanics. The use of system identification and optimization techniques allows the...
Gens, A. (Antonio), Ledesma Villalba, Alberto, Alonso, Eduardo (Alonso Pérez De Agreda)
A general statistical framework to perform backanalysis in geotechnical problems from field instrumentation has been presented in a companion paper. Here, an application to a real case involving the...
Rights and coordination in multi-agent systems (1990)
Abstract: Agents ' behaviour is not only dictated by utility calculus, as has frequently been proposed. Even if we adopt a welfarist design, interests and not utilities seem to guide a very...
A constitutive model for partially saturated soils (1990)
Alonso, Eduardo (Alonso Pérez De Agreda), Gens, A. (Antonio)
The Paper presents a constitutive model for describing the stress-strain behaviour of partially saturated soils. The model is formulated within the framework of hardening plasticity using two...
Negative skin friction on piles: a simplified analysis and prediction procedure (1984)
Alonso, Eduardo (Alonso Pérez De Agreda), Ledesma Villalba, Alberto
In order to describe the interaction between a single pile and a consolidating soil a stress transfer approach at the interface is proposed. The non-linear, plastic character of the shear stress...
Negative skin friction on piles: a simplified analysis and prediction procedure (1984)
Alonso, Eduardo (Alonso Pérez De Agreda), Ledesma Villalba, Alberto
In order to describe the interaction between a single pile and a consolidating soil a stress transfer approach at the interface is proposed. The non-linear, plastic character of the shear stress...
Guía taxonómica de plantas que se comercializan como medicinales en Uruguay. Primera contribución
Priore, Helena, Carpiuc, Lucía, Alonso, Eduardo, Bassagoda, María Julia
Se presenta una lista de 175 especies de plantas que se comercializan como medicinales a nivel de herboristerías en la ciudad de Montevideo (Umguay). Las muestras se obtuvieron en el comercio y se...
Priore, Helena, Carpiuc, Lucía, Alonso, Eduardo, Bassagoda, María Julia
Se presenta una lista de 175 especies de plantas que se comercializan como medicinales a nivel de herboristerías en la ciudad de Montevideo (Umguay). Las muestras se obtuvieron en el comercio y se...