Ara es mostren els items 1-19 de 19

    • Evaluating the potentiality of X-ray tomography on the quality assessment of grouted soils 

      Fraccica, Alessandro; Spagnoli, Giovanni; Romero Morales, Enrique Edgar; Arroyo Alvarez de Toledo, Marcos (Springer, 2022)
      Capítol de llibre
      Accés obert
      Grouting is a technique used to improve the engineering properties of soils and rocks. Grouting techniques are classified under different criteria: injection method used, type of grout material injected, typical application, ...
    • Experimental study and numerical modelling of soil-roots hydro-mechanical interactions 

      Fraccica, Alessandro (Universitat Politècnica de Catalunya, 2019-12-09)
      Tesi
      Accés obert
      Realitzat a/amb:   Université de Montpellier
      The thesis is aimed at characterising the multi-scale and hydro-mechanical behaviour of lightly compacted silty sand penetrated by a turf-grass (Cynodon Dactilon). The study will allow better assessing the impact of ...
    • Exploring the mechanical response of low-carbon soil improvement mixtures 

      Fraccica, Alessandro; Spagnoli, Giovanni; Romero Morales, Enrique Edgar; Arroyo Alvarez de Toledo, Marcos; Gómez Bonilla, Rodrigo Andrés (2022-05)
      Article
      Accés obert
      As society moves towards decarbonisation, it is important to assess the hydromechanical behaviour of binders that could offer a low-carbon alternative to Portland cement in ground improvement technologies. This work considers ...
    • Impact of colloidal silica treatment on an earthfill dam 

      Fraccica, Alessandro; Spagnoli, Giovanni; Romero Morales, Enrique Edgar; Arroyo Alvarez de Toledo, Marcos (American Society of Civil Engineers (ASCE), 2022)
      Comunicació de congrés
      Accés restringit per política de l'editorial
      The impact of the use of sand treated with Colloidal Silica (CS) on a model 80 m high-earthfill dam was assessed through numerical modelling. The hydro-mechanical properties of the CS-Treated soil were taken from a previous ...
    • Large cell triaxial tests of a partially saturated soil with vegetation 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fourcaud, Thierry (EDP Sciences, 2023)
      Article
      Accés obert
      The use of vegetation roots as a nature-based solution against landslides and erosion requires the definition of sample preparation protocols and adoption of equipment that allows testing representative elementary volumes ...
    • Microstructure and hydro-mechanical behaviour of compacted granular bentonite 

      Zeng, Hao; González Blanco, Laura; Romero Morales, Enrique Edgar; Fraccica, Alessandro (EDP Sciences, 2023)
      Article
      Accés obert
      In recent years, granular bentonite GB has become a reference material since it facilitates the backfilling operation due to high-density compacted granules with extended grain size distribution (maximum sizes around 10 ...
    • Monitoring of a full-scale embankment experiment regarding soil–vegetation–atmosphere interactions 

      Oorthuis Gómez, Raül; Hurlimann Ziegler, Marcel; Fraccica, Alessandro; Lloret Morancho, Antonio; Moya Sánchez, José; Puig i Polo, Càrol; Vaunat, Jean (2018-06)
      Article
      Accés obert
      Slope mass-wasting like shallow slides are mostly triggered by climate effects, such as rainfall, and soil–vegetation–atmosphere (SVA) interactions play a key role. SVA interactions are studied by a full-scale embankment ...
    • Multi-scale effects on the hydraulic behaviour of a root-permeated and compacted soil 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fourcaud, Thierry (EDP Sciences, 2019)
      Text en actes de congrés
      Accés obert
      While roots have been generally proved to be beneficial to soil mechanical behaviour, different and counterposed results have been found when investigating their effects on soil hydraulic response. Roots affect the ...
    • Permeation grouting of silt-sand mixtures 

      Fraccica, Alessandro; Spagnoli, Giovanni; Romero Morales, Enrique Edgar; Arroyo Alvarez de Toledo, Marcos; Gómez Bonilla, Rodrigo Andrés (Elsevier, 2022-07)
      Article
      Accés restringit per política de l'editorial
      In permeation grouting, a fluid carrying a binder enters the soil voids under low pressure. The binder sets and cures in the ground, thereby creating a treated soil with larger strength and stiffness and reduced permeability. ...
    • Pérdida de suelo en laderas bajo cambio climático. procesos físicos, modelación predictiva y posibles estrategias de mitigación : el proyecto de investigación “Smucphy” 

      Hurlimann Ziegler, Marcel; Vaunat, Jean; Oorthuis Gómez, Raül; Lloret Morancho, Antonio; Moya Sánchez, José; Puig i Polo, Càrol; Fraccica, Alessandro; Pinyol Guamis, Jordi; Gonzalez Parés, Marta; Buill Pozuelo, Felipe; Núñez Andrés, María Amparo; Romero Morales, Enrique Edgar; Abanco Martínez de Arenzana, Claudia; Martínez Bofill, Joan; Raïmat, Carles; Copons Llorens, Ramon (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2017)
      Text en actes de congrés
      Accés obert
      RESUMEN: Este proyecto de investigación estudia los mecanismos de la pérdida de suelos en zonas montañosas mediante un método multidisciplinar y el trabajo a diferentes escalas. Uno de los objetivos principales es analizar ...
    • Pérdida de suelo en laderas bajo cambio climático: procesos físicos, modelación predictiva y posibles estrategias de mitigación - El proyecto de investigación “SmuCPhy” 

      Hurlimann Ziegler, Marcel; Vaunat, Jean; Oorthuis Gómez, Raül; Lloret Morancho, Antonio; Moya Sánchez, José; Puig i Polo, Càrol; Fraccica, Alessandro; Buill Pozuelo, Felipe; Núñez Andrés, María Amparo; Romero Morales, Enrique Edgar; Abanco Martínez de Arenzana, Claudia; Martínez Bofill, Joan (International Centre for Numerical Methods in Engineering (CIMNE), 2017)
      Text en actes de congrés
      Accés obert
      Este proyecto de investigación estudia los mecanismos de la pérdida de suelos en zonas montañosas mediante un método multidisciplinar y el trabajo a diferentes escalas. Uno de los objetivos principales es analizar el efecto ...
    • Resistenza a trazione di un terreno con vegetazione parzialmente saturo 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fourcaud, Thierry (Edizioni AGI, 2022)
      Comunicació de congrés
      Accés obert
      Il rinforzo delle radici nel terreno è stato valutato in letteratura, a livello di sperimentazione di laboratorio, principalmente tramite percorsi di sollecitazione di compressione per carico o tramite prove di taglio ...
    • Slope orientation and vegetation effects on soil thermo-hydraulic behavior: an experimental study 

      Oorthuis Gómez, Raül; Vaunat, Jean; Hurlimann Ziegler, Marcel; Lloret Morancho, Antonio; Moya Sánchez, José; Puig i Polo, Càrol; Fraccica, Alessandro (2021-01)
      Article
      Accés obert
      The stability and erosion of natural and man-made slopes is influenced by soil-vegetation-atmosphere interactions and the thermo-hydro-mechanical slope conditions. Understanding such interactions at the source of slope ...
    • Tensile strength of a compacted vegetated soil: laboratory results and reinforcement interpretation 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fourcaud, Thierry (Elsevier, 2022-06)
      Article
      Accés obert
      So far, root reinforcement on soil has been primarily evaluated through direct shear and roots pull-out tests, while the effect of other stress paths and the behaviour at the soil–root¿ interface are still poorly investigated. ...
    • Tensile strength of a vegetated and partially saturated soil 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fourcaud, Thierry; Sondon Sansó, Mercedes; Gandarillas, Luis (EDP Sciences, 2020-10)
      Article
      Accés obert
      Vegetated soil’s shear strength has been usually assessed through direct shear tests and under triaxial compression stress paths while less is known about its behaviour under tensile stress. Tensile strength and shrinkage-induced ...
    • TERRE project: interplay between unsaturated soil mechanics and low-carbon geotechnical engineering 

      Tarantino, A; El Mountassir, G.; Wheeler, Simon; Gallipoli, Domenico; Augarde, Charles; Urciuoli, Gianfranco; Romero Morales, Enrique Edgar; Priegue Mayán, Ángel Diego; Fraccica, Alessandro; Karagianni, Pavlina (EDP Sciences, 2020-10)
      Article
      Accés obert
      The geotechnical construction industry is a major component of the overall construction sector and is strategically important in infrastructure development (transportation, flood and landslide protection, building foundations, ...
    • The effect of curing conditions on the hydromechanical properties of a metakaolin-based soilcrete 

      Spagnoli, Giovanni; Romero Morales, Enrique Edgar; Fraccica, Alessandro; Arroyo Alvarez de Toledo, Marcos; Gómez Bonilla, Rodrigo Andrés (Thomas Telford, 2022-05)
      Article
      Accés obert
      An attractive approach to reduce the carbon dioxide footprint of deep soil mixing (DSM) is to replace Portland cement-based binders by geopolymers based on metakaolin. Safe design requires a good understanding of the ...
    • The impact of soil-vegetation-atmosphere interaction on a landslide initiation under torrential storms: a case study 

      Fraccica, Alessandro; Romero Morales, Enrique Edgar; Fallas Araya, Josette Elena (EDP Sciences, 2023)
      Article
      Accés obert
      Vegetation has long been used in geotechnical engineering to protect slopes from surface instability phenomena. However, its effects remain difficult to quantify, given the diversity of plants in situ, the variability of ...
    • The importance of the microstructure on hydro-mechanical behaviour of compacted granular bentonite 

      Zeng, Hao; González Blanco, Laura; Romero Morales, Enrique Edgar; Fraccica, Alessandro (2023-12)
      Article
      Accés obert
      Granular bentonite (GB) with extended grain size distribution, a candidate material to construct engineered barriers, has low water permeability, high swelling potential and self-sealing capacity and is desirable in ...