Geotechnical Engineering and Engineering Geology, Computer Engineering, Computers in Earth Sciences, Civil and Structural Engineering
8
Scopus Publications
221
Scholar Citations
6
Scholar h-index
4
Scholar i10-index
Scopus Publications
Digital image-based measurement of degree of saturation on moving soil Gerardo Morales, Núria M. Pinyol, Mauricio Alvarado, Eduardo E. Alonso Canadian Geotechnical Journal, 2025 This paper presents a novel methodology that combines particle image velocimetry-numerical particles and short-wave infrared spectral imaging for the noninvasive measurement of displacements and degree of saturation on moving soils. This allows for continuous monitoring and visualisation of soil behavior and provides valuable insight into the deformation patterns and moisture evolution. The method was applied to a small-scale dam failure experiment. The methodology offers an integrated, comprehensive, and noninvasive approach to investigating soil physical models by simultaneously measuring displacements, strains, velocities, and degree of saturation in soils in motion.
Dynamics of slow and fast landslides 13th Landslides and Engineered Slopes Experience Theory and Practice Isl, 2021
Landslide motion assessment including rate effects and thermal interactions: Revisiting the canelles landslide Mauricio Alvarado, Núria M. Pinyol, Eduardo E. Alonso Canadian Geotechnical Journal, 2019 The re-activation of a large (40 Mm3) landslide on the valley slopes of a reservoir motivated a research initiative to estimate the risk of a fast-sliding mass moving into the reservoir. A previous simplified analysis had suggested that a joint consideration of strain rate effects on friction and thermal pressurization phenomena in the sliding surface could provide a rational approach to answer the question raised. The paper describes first the capability of strain rate effects on friction to reproduce long-term creeping records of two real cases. The joint and coupled phenomena of creeping motion and thermal pressurization in shearing bands was incorporated into a material point method computational technique for hydromechanical analysis of porous materials. A representative cross section of the Canelles landslide was then analysed, profiting from previous finite element investigations of the landslide. It was found that a rapid rate of landslide acceleration could be a possibility under extreme external actions. However, it was also found that a moderate strain rate effect on the basal residual friction angle could create conditions that avoid the triggering of a fast motion.
Thermal effects in landslide mobility N. M. Pinyol, M. Alvarado, E. E. Alonso, F. Zabala Geotechnique, 2018 The paper describes a thermo-hydro-mechanical formulation to model thermally induced effects due to the irreversible work input generated during soil deformation. The model was implemented into a material point calculation procedure. The method is applied to the analysis of landslides. A simple slope stability is first analysed. Mechanical work essentially dissipates in shearing bands, which develop excess pore water pressures. The marked effect of soil permeability to control the slide motion after failure is described. Shear band thickness is also a relevant control variable. The problem posed by the non-realistic thickness of shear bands in numerical calculation is addressed by means of a numerical procedure that includes consideration of embedded shear bands where the strains are assumed to be localised. Balance equations describing local flow and thermal interactions between shear bands and the remaining material are formulated. The method is applied to model the instability and subsequent rapid motion of Vajont landslide. Calculated run-out and sliding velocity reproduce, in a satisfactory manner, field observations.
Novel analysis for large strains based on particle image velocimetry Núria M. Pinyol, Mauricio Alvarado Canadian Geotechnical Journal, 2017 Over the last few decades, the particle image velocimetry (PIV) technique has become an interesting tool used to measure displacements in the field of experimental mechanics. This paper presents a procedure to interpret PIV displacements, measured following an Eulerian scheme, with the purpose of providing accumulated displacements, velocities, accelerations, and strains on points representing physical particles. Strains are computed as the gradient of displacements. When compared with other standard procedures already published, the presented methodology is especially well suited to interpret large strains. The basis of the procedure is to map displacement increments measured through PIV analysis on the subset (or patch) centres into numerical particles that are defined as portions of the moving masses whose deformation is analyzed. The implementation of the method is explained in detail, highlighting its simplicity. The procedure can be used as a post-processor of currently available PIV software packages. The methodology is first applied to synthetic cases of rectangular samples in which known displacements are imposed and also to a sandy slope failure experiment involving large displacements. The method reproduces satisfactorily the recorded images.
Digital image-based measurement of degree of saturation on moving soil G Morales, NM Pinyol, M Alvarado, EE Alonso Canadian geotechnical journal 62, 1-7 , 2024 2024 Citations: 3
Exploring rate and temperature effects on residual strength. Review and implications for a landslide case study NM Pinyol, LM Garcia, A Lloret, M Alvarado Geotechnical Engineering Challenges to Meet Current and Emerging Needs of … , 2024 2024 Citations: 1
Thermal pressurization effect on landslide motion. Analysis with material point method. N Pinyol, M Alvarado, L Lemus EGU General Assembly Conference Abstracts, EGU22-7549 , 2022 2022
Landslides and hydraulic structures EE Alonso, M Sondon, M Alvarado Engineering Geology 292, 106264 , 2021 2021 Citations: 14
Dynamics of slow and fast landslides NM Pinyol Puigmartí, M Alvarado Bueno, LM García Núñez International Society for Soil Mechanics and Geotechnical Engineering Online … , 2020 2020 Citations: 2
Thermal interaction in shear bands: the Vajont landslide M Alvarado Bueno, NM Pinyol Puigmartí, E Alonso Pérez de Agreda CRC Press , 2019 2019 Citations: 1
Landslide motion assessment including rate effects and thermal interactions: revisiting the Canelles landslide M Alvarado, NM Pinyol, EE Alonso Canadian Geotechnical Journal 56 (9), 1338-1350 , 2019 2019 Citations: 33
Landslide motion assessment including thermal interaction: an MPM approach M Alvarado Bueno Universitat Politècnica de Catalunya , 2018 2018 Citations: 6
Thermal effects in landslide mobility NM Pinyol, M Alvarado, EE Alonso, F Zabala Géotechnique 68 (6), 528-545 , 2017 2017 Citations: 116
Novel analysis for large strains based on particle image velocimetry NM Pinyol, M Alvarado Canadian Geotechnical Journal 54 (7), 933-944 , 2017 2017 Citations: 28
Novel analysis for large strains based on particle image velocimetry NM Pinyol, M Alvarado Canadian Geotechnical Journal 54 (7), 933-944 , 2017 2017 Citations: 28
Wetting Collapse and Failure of an Slope Tested in Centrifuge Machine A Ruiz, M Alvarado, NM Pinyol, B Caicedo JTC1 Workshop on Advances in Landslide Understanding, 24-27 , 2017 2017 Citations: 4
Análisis MPM de la rotura de un talud ensayado en centrıfuga. Comparación de los resultados con medidas procesadas mediante PIV-NP A Ruiz, M Alvarado, NM Pinyol Congreso de Métodos Numéricos en Ingenierıa CMN , 2017 2017 Citations: 1
Novel procedure to validate MPM results by means of PIV measurements N Pinyol, M Alvarado, F Parera, A Yerro Procedia Engineering 175, 332-340 , 2017 2017 Citations: 7
Effect of shear band thickness on the termo-hydromechanical coupled analysis of landslides NM Pinyol Puigmartí, M Alvarado Bueno, E Alonso Pérez de Agreda JTC1 Workshop Advances in Landslide Understanding: proceedings of the First … , 2017 2017
Nuevo método para la interpretación de imágenes digitales de inestabilidad mediante la técnica PIV. M Alvarado Bueno, Á Ruiz, NM Pinyol Puigmartí IX Simposio Nacional Sobre Taludes y Laderas Inestables, 307-313 , 2017 2017 Citations: 2
Wetting collapse and failure of a slope tested in centrifuge machine NM Pinyol Puigmartí, Á Ruiz, M Alvarado Bueno, B Caicedo JTC1 Workshop Advances in Landslide Understanding: proceedings of the First … , 2017 2017
Aceleración de deslizamientos por efectos térmicos: modelación mediante el método del punto material M Alvarado Bueno, NM Pinyol Puigmartí, E Alonso Pérez de Agreda TALUDES 2017: IX Simposio Nacional sobre Taludes y Laderas Inestables, 27–30 … , 2017 2017
Material Point Method analysis of induced laboratory scaled landslide M Alvarado, A Ruiz, N Pinyol Landslides and Engineered Slopes. Experience, Theory and Practice … , 2016 2016 Citations: 2
Efectos del cambio de la velocidad de deformación sobre la resistencia del suelo: aplicación del método del punto material M Alvarado Bueno Universitat Politècnica de Catalunya , 2013 2013 Citations: 1
MOST CITED SCHOLAR PUBLICATIONS
Thermal effects in landslide mobility NM Pinyol, M Alvarado, EE Alonso, F Zabala Géotechnique 68 (6), 528-545 , 2017 2017 Citations: 116
Landslide motion assessment including rate effects and thermal interactions: revisiting the Canelles landslide M Alvarado, NM Pinyol, EE Alonso Canadian Geotechnical Journal 56 (9), 1338-1350 , 2019 2019 Citations: 33
Novel analysis for large strains based on particle image velocimetry NM Pinyol, M Alvarado Canadian Geotechnical Journal 54 (7), 933-944 , 2017 2017 Citations: 28
Novel analysis for large strains based on particle image velocimetry NM Pinyol, M Alvarado Canadian Geotechnical Journal 54 (7), 933-944 , 2017 2017 Citations: 28
Landslides and hydraulic structures EE Alonso, M Sondon, M Alvarado Engineering Geology 292, 106264 , 2021 2021 Citations: 14
Novel procedure to validate MPM results by means of PIV measurements N Pinyol, M Alvarado, F Parera, A Yerro Procedia Engineering 175, 332-340 , 2017 2017 Citations: 7
Landslide motion assessment including thermal interaction: an MPM approach M Alvarado Bueno Universitat Politècnica de Catalunya , 2018 2018 Citations: 6
Wetting Collapse and Failure of an Slope Tested in Centrifuge Machine A Ruiz, M Alvarado, NM Pinyol, B Caicedo JTC1 Workshop on Advances in Landslide Understanding, 24-27 , 2017 2017 Citations: 4
Digital image-based measurement of degree of saturation on moving soil G Morales, NM Pinyol, M Alvarado, EE Alonso Canadian geotechnical journal 62, 1-7 , 2024 2024 Citations: 3
Dynamics of slow and fast landslides NM Pinyol Puigmartí, M Alvarado Bueno, LM García Núñez International Society for Soil Mechanics and Geotechnical Engineering Online … , 2020 2020 Citations: 2
Nuevo método para la interpretación de imágenes digitales de inestabilidad mediante la técnica PIV. M Alvarado Bueno, Á Ruiz, NM Pinyol Puigmartí IX Simposio Nacional Sobre Taludes y Laderas Inestables, 307-313 , 2017 2017 Citations: 2
Material Point Method analysis of induced laboratory scaled landslide M Alvarado, A Ruiz, N Pinyol Landslides and Engineered Slopes. Experience, Theory and Practice … , 2016 2016 Citations: 2
Exploring rate and temperature effects on residual strength. Review and implications for a landslide case study NM Pinyol, LM Garcia, A Lloret, M Alvarado Geotechnical Engineering Challenges to Meet Current and Emerging Needs of … , 2024 2024 Citations: 1
Thermal interaction in shear bands: the Vajont landslide M Alvarado Bueno, NM Pinyol Puigmartí, E Alonso Pérez de Agreda CRC Press , 2019 2019 Citations: 1
Análisis MPM de la rotura de un talud ensayado en centrıfuga. Comparación de los resultados con medidas procesadas mediante PIV-NP A Ruiz, M Alvarado, NM Pinyol Congreso de Métodos Numéricos en Ingenierıa CMN , 2017 2017 Citations: 1
Efectos del cambio de la velocidad de deformación sobre la resistencia del suelo: aplicación del método del punto material M Alvarado Bueno Universitat Politècnica de Catalunya , 2013 2013 Citations: 1
Thermal pressurization effect on landslide motion. Analysis with material point method. N Pinyol, M Alvarado, L Lemus EGU General Assembly Conference Abstracts, EGU22-7549 , 2022 2022
Effect of shear band thickness on the termo-hydromechanical coupled analysis of landslides NM Pinyol Puigmartí, M Alvarado Bueno, E Alonso Pérez de Agreda JTC1 Workshop Advances in Landslide Understanding: proceedings of the First … , 2017 2017
Wetting collapse and failure of a slope tested in centrifuge machine NM Pinyol Puigmartí, Á Ruiz, M Alvarado Bueno, B Caicedo JTC1 Workshop Advances in Landslide Understanding: proceedings of the First … , 2017 2017
Aceleración de deslizamientos por efectos térmicos: modelación mediante el método del punto material M Alvarado Bueno, NM Pinyol Puigmartí, E Alonso Pérez de Agreda TALUDES 2017: IX Simposio Nacional sobre Taludes y Laderas Inestables, 27–30 … , 2017 2017