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Seismic Performance of the OPC Puerto Cortes Container Terminal in Honduras (2019)

Itasca conducted a seismic performance evaluation of the trestle‐wharf section of the OPC Puerto Cortes Container Terminal, located in Honduras. A FLAC3D analysis of the soil is performed, including the piles and deck of the terminal. This is a fullycoupled, dynamic, soil‐structure, time‐history analysis that quantifies the performance and potential risks for the structure and slope. The Finn model – Byrne formulation was utilized using data from investigation boreholes.

Estimation des tassements dus à une excavation complexe (2019)

Dans le cadre des travaux du Grand Paris, le groupement VINCI-SPIE construit la future gare du RER E sous La Défense. Dans ce projet, la zone Avant-Gare (AG) Ouest (Fig. 1) est rendue complexe par son phasage et les nombreuses structures avoisinantes, telles que la ligne T2, les fondations d’un bâtiment emblématique de la Défense, le CNIT, et de son parking.

VINCI a demandé à ITASCA de réaliser un modèle 3D pour le calcul des tassements de surface engendrés par les excavations. Le modèle prend en compte le phasage réel de l’ensemble des travaux prévus.

Junction Dam (2018)

Built between 1959 and 1961, Junction Dam is a double-curvature concrete arch dam located on Silver Creek in El Dorado County, California, just downstream from where Little Silver Creek and South Fork Silver Creek merge. The dam is in a relatively narrow canyon with steep sides and retains the Junction Reservoir.

Penetration of a Single Steel Foundation Pin in a Granitic Rock (2018)

The development of a subsea tidal turbine requires specific research work concerning the design of the foundation in contact with the seabed. This design stage can be simplified by the use of numerical modelling and more particularly by using discrete modelling. HydroQuest asked Cathie Associates to check their previous calculations regarding the behavior of a single steel foundation pin in a granitic rock mass by using Itasca’s discrete numerical approach and follow the forces applied to the pin as well as the state of the damaged zone around the tip during penetration.

Modélisation de l’alésage et du prolongement d’un tunnel proche de plusieurs excavations (2018)

Dans le cadre du chantier 4 d’extension du laboratoire souterrain de Meuse/Haute-Marne, une niche de sécurité (appelée GT1) de section type
S1 sera alésée puis prolongée avec une section S4. L’axe de ce tunnel est à 16m de l’axe du Puit Auxiliaire (PX).

Electrical resistivity and air permeability of a model baked anode material (2017)

A baked anode is a complex material, that results from the mixing and baking of different petrol coke grains, with different size distributions, with a pitch binder. A PFC2D model accounting for the microstructure of a baked anode, using the Bonded Particle Model (BPM) has been developed in previous studies.

Rock Mechanics Pre-Feasibility Studies (2017)

When starting a new mine, whether it's a open pit or an underground mine, the designer faces many challenges! One of these is the understanding of rock mass conditions and how this affects the choice of mining methods and the mine design at an early stage.

Modélisation 2D du dallage sur sol renforcé par inclusions rigides (2017)

Le projet d’extension d’une cave à vin à AMPUIS (69) prévoit la réalisation d’un dallage de 20cm d’épaisseur sur un sol renforcé par des inclusions rigides.

Sjömalmen — Cave Modeling and Prediction of Ground Deformations (2017)

The city of Kiruna is partly located on the hanging wall side of the LKAB Kiirunavaara Mine. In the long-term perspective, it is not possible to have any residential buildings or infrastructure within the fracture zone and cave zone resulting from mining. An urban transformation process for the Kiruna city center is thus currently underway. The current prognosis is empirical based on observations since the early 1960s until today.

Modeling and Calibration of a Blocky Granite Rock (2017)

In the framework of the development of a subsea tidal turbine, the design of the foundations has to be optimal. Cathie Associates, on behalf of HydroQuest, wanted us to investigate the penetration of a single steel foundation pin in a granitic rock mass by using a discrete numerical approach and follow the state of the damaged zone around the tip during penetration.

Rock Mechanics Study for the Kevitsa Strategy Project (2017)

The Kevitsa open pit mine has been in operation since 2012 and was acquired by Boliden in 2016. A new strategic plan is currently being developed to investigate an increase in production. In conjunction with this, the geotechnical slope design parameters for the final pit depth, including a possibly deeper pit, need to be analyzed.

Practical Open Pit Rock Mechanics (2017)

Open pit mining often result in high rock slopes, sometimes combined with difficult rock conditions. This is further augmented by large blasting rounds resulting in high vibrations. Reinforcement of pit slope walls is also difficult and many times associated with high costs and loss of production. Bench slope stability is vital for a safe working place for all personnel in the mine as well as for avoiding production loss. Itasca Consultants AB is providing technical, on-site rock mechanics expertise to several open pit mines in northern Sweden.

Seismicity and Modeling for the Kiirunavaara Mine (2017)

LKAB’s Kiirunavaara Mine is a large, underground, sub-level caving mine that has been seismically active since approximately 2008. With this seismic activity comes associated vibrations. These vibrations can be felt on surface in the town of Kiruna, which is currently located close to the mine on the hangingwall side. The mine is undergoing a national permitting process concerning a desired increased production rate. An important question for this process is: will the increased production rate result in changes to vibrations in the town due to seismicity?

Rock Mechanic Analysis for Crown Pillar Extraction at Tara (2017)

Boliden Tara Mines is Europe’s largest zinc mine, with an annual production of 2.6 million tones of ore, and has been in operation since 1977. This project was part of the required planning application to the authorities regarding crown pillar extraction in the norther portion of Boliden Tara Mines. It was conducted in two phases – first a continuum model was analyzed in FLAC3D, which was then followed by a discontinuum modelling in 3DEC with included faults.

Dynamic Soil Structure Interaction Analyses of North Shore Pump Station (2017)

Located near Fisherman’s Wharf in San Francisco, North Shore Pump Station is a part of the North Point Wet-Weather Facility (NPF), which provides primary treatment for disinfection of wastewater. The facility is a two-story building that is completely embedded in soil, and the subsurface conditions include potentially liquefiable sand layers and soft Bay Mud deposits sitting on bedrock sloping toward the east side waterfront. The building is supported by piers extending all the way into the Franciscan Complex bedrock.

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Évènements à Venir
4 déc.
Analyses of Embankment Dams and Slopes Using FLAC
This hands-on, virtual training course is 16 hours total, spread over four days in a 1.5-week period, and covers the analysis of embank... En savoir plus
6 sept.
AFTES 2021 - Underground, a space for innovation
The central theme of this edition is “the underground, a space of innovation”.... En savoir plus