THEAtalus 50 is an intermediate product, designed to produce both landscape walls And retaining walls more substantial. It offers a great balance between ease of implementation, technical performance and landscape integration.
It is suitable for the construction of retaining walls of 0 to 3 meters in height, with a inclination from 65° to 75° without overload. When the project requires it, the implementation of Reinforced massif with geotextiles (type Atanappe) makes it possible to create walls up to 4 meters high, with an inclination of up to 85° and the consideration of surcharges.
Each element contains a large volume of vegetable soil (approximately 150 liters/m² of wall) and an integrated irrigation system, promoting rapid and sustainable vegetation. Placed on a simple Cleanliness concrete, the Atalus 50 is a solution economic, ecological and aesthetic, adapted to urban and landscape installations (car parks, terraces, PMR ramps, sidewalks, stairs, public spaces).
The ATALUS quantity quotation is free. The height of the wall, its inclination and, where appropriate, the presence of reinforcing geosynthetics (length, nature, position) must be defined in a Calculation note carried out by a design office, based on the geometric and geotechnical hypotheses transmitted by the customer. ATALUS provides this quantitative estimate as an aid to the estimation and feasibility of the solution. The implementation must respect the Calculation Note and the actual soil conditions of the site.
Responsibility: ATALUS declines all responsibility in the absence of a Calculation Note, in the event of non-compliance with it, or if the hypotheses used have not been verified.
A project generally takes place in several phases, each with specific objectives.
Each phase is essential to ensure the success of the project.
The geotextile sheets are unrolled Perpendicular to the wall, inside the embankment, in the direction of maximum resistance.
Their length, their nature, their resistance and their vertical position are precisely defined in the Calculation note, according to the geometric and geotechnical hypotheses of the project. They play an essential role in cutting sliding surfaces and in stabilizing the entire massif.
Ask us for the installation instructions to find out more.
Do not hesitate to contact us : our team is at your disposal to advise you and guide you towards the ATALUS solution that best suits your project.
ATALUS walls can be installed on a wide variety of floors. However, the Nature of the soil (clay, sandy, embankments, rocks, etc.) must be known and taken into account.
One geotechnical study is recommended, even essential for high-rise walls, in order to adapt the solution (choice of model, use of reinforced mass, length of geotextiles) and to guarantee the safety and durability of the structure.
The choice of the ATALUS model depends on several essential criteria: wall height, the Desired slope, the presence of fillers (roads, buildings, traffic), as well as the Nature of the soil.
In case of doubt, ATALUS supports you in choosing the most suitable solution for your project.
ATALUS Do not install the walls. The implementation is ensured by construction companies, landscape designers or civil engineering companies.
On the other hand, ATALUS can advise you and guide you towards companies used to ATALUS solutions, knowing the installation rules and technical requirements. This makes it possible to guarantee implementation in accordance with the Calculation Note and the requirements of the system.
Cela dépend de la hauteur du mur, de la pente, des charges à reprendre et de la nature du sol.
Pour les petits murs paysagers ou de faible hauteur, un mur de soutènement peut être réalisé sans nappes géotextiles. (en dessous de 3m)
En revanche, dès que la hauteur dépasse 3m , que la pente est forte ou que des charges sont présentes (voirie, bâtiment, circulation), l’utilisation de nappes géotextiles de renforcement devient nécessaire. Elles permettent de constituer un massif renforcé, garantissant la stabilité et la durabilité de l’ouvrage.
Le recours aux nappes géotextiles, ainsi que leur longueur, leur résistance et leur position, est toujours défini par une Note de Calcul réalisée par un bureau d’études, en fonction des hypothèses géométriques et géotechniques du projet.