Geotechnical study in Noáin (Valle de Elorz)/Noain (Elortzibar)
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Comprehensive Geotechnical Studies
We combine field analysis and laboratory testing to provide accurate technical reports and foundation solutions.
Expert professional
Technicians with more than 15 years of experience in the industry. We are specialists in access to difficult locations such as sites with level changes, basements, etc.
Accredited
Geotechnical calculations comply with the rules established by Eurocode 7, UNE-EN ISO 22476-4:2016.
Best price
Very competitive prices. The best prices for geotechnical studies in Spain. Request a quote and check it.
Speed and quality
Within 7 to 10 days you will receive a signed report from a geologist. It is mandatory in order to carry out new construction or refurbishment works that involve modifications to the structure.
Work areas
We provide Geotechnical study in all towns and cities of Noáin (Valle de Elorz)/Noain (Elortzibar).
This includes the following geographical areas: Ablitas, Altsasu/Alsasua, Allo, Andosilla, Ansoáin/Antsoain, Aoiz/Agoitz, Aranguren, Arbizu, Los Arcos, Arguedas, Arróniz, Artajona, Ayegui/Aiegi, Azagra, Baztan, Buñuel, Burlada/Burlata, Cabanillas, Cadreita, Caparroso, Cárcar, Carcastillo, Cascante, Castejón, Cintruénigo, Cizur, Corella, Cortes, Etxarri Aranatz, Valley of Egüés/Eguesibar, Noáin (Valle de Elorz)/Noain (Elortzibar), Estella-Lizarra, Esteribar, Ezcabarte, Falces, Fitero, Fontellas, Funes, Fustiñana, Galar, Huarte/Uharte, Iza/Itza, Lakuntza, Larraga, Leitza, Lerín, Lesaka, Lodosa, Lumbier, Marcilla, Mendavia, Mendigorria, Miracle, Monteagudo, Murchante, Olazti/Olazagutía, Olite/Erriberri, Cendea de Olza/Oltza Zendea, Pamplona/Iruña, Peralta/Azkoien, Puente la Reina/Gares, Ribaforada, San Adrián, Sangüesa/Zangoza, Doneztebe/Santesteban, Sartaguda, Sesma, Tafalla, Tudela, Ultzama, Valtierra, Bera, Viana, Villafranca, Villatuerta, Villava/Atarrabia, Yerri/Deierri Valley, Barañáin/Barañain, Berrioplano/Berriobeiti, Berriozar, Irurtzun, Beriáin, Orkoien, Zizur Mayor/Zizur Nagusia, Lekunberri, Navarra and surrounding areas.
We come to your home in Noáin (Valle de Elorz)/Noain (Elortzibar) when it suits you, arranging a day and time.
Types of ground in Noáin (Valle de Elorz)/Noain (Elortzibar)
In Noáin (Valle de Elorz)/Noain (Elortzibar), the dominant subsoil is made up of limestones, dolomites and marbles, which account for more than 84% of the soils. These rock materials provide excellent bearing capacity, making them suitable for shallow foundations and reducing the likelihood of settlement-related problems. On an occasional basis, it may be possible to find fine sands and silts, whose mechanical behaviour is less favourable, although their presence is limited in the local context. Overall, the site features formations with very low permeability, although the existence of shallow aquifers cannot be ruled out, which could require specific hydrogeological controls in projects that include deep excavations or basements.
The geotechnical study in this municipality is influenced by practically zero seismicity, with only 1 event every 30 years and a very low maximum magnitude (Mmax 2.1), which rules out the need for seismic conditions in structural design. Given the composition of the non-clayey subsoil, the risk of soil expansivity in the area is also ruled out. Similarly, there are no signs of karstic environments, which simplifies the assessment of risks associated with foundations. The main factor to consider will be the precise characterisation of the limestone formations and their possible interaction with groundwater, with conclusions generally being favourable for most buildings.
Limestones, Dolomites and Marbles
karstic structures (caves, sinkholes, dolines) that pose the main geotechnical risk.
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Fine sands and silts
Fine to very fine granular soils with medium to loose compacity. Typical of floodplains and coastlines. Although they can support light buildings, they are treacherous soils linked to water processes:
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Sandstones, Conglomerates and Flysch
Sedimentary rocks formed by the cementation of fragments of other pre-existing rocks. They include sandstones (cemented sand), conglomerates (cemented gravels) and the rhythmic alternation of sandston
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Water mass
Area corresponding to rivers, lakes, reservoirs, lagoons, permanent marshes or submerged coastal strips. The point consulted lies on a body of water identified cartographically by the IGME in its geol
View detailsConstruction risks in Noáin (Valle de Elorz)/Noain (Elortzibar)
Approximate estimates. They do not replace the geotechnical study.
| Soil type | Expansivity | Settlements | Water table | Seismicity | Minimum foundation |
|---|---|---|---|---|---|
| Limestones, Dolomites and Marbles | None | Media | Media | Downward | In general, direct foundation using braced strip footing... |
| Fine sands and silts | None | High | High | High | To avoid local punching, the foundation slab is used ext... |
| Sandstones, Conglomerates and Flysch | None | Media | Media | Media | Direct foundation is feasible in most cases. For flysch ... |
| Water mass | None | Downward | High | Downward | It is not possible to found on a body of water. If the p... |
Interactive geological map · Noáin (Valle de Elorz)/Noain (Elortzibar)
Mapping: IGME GEODE 50k · IGME MAGNA 50 · ICGC (Catalonia)
Geological Viewer
IGME · ICGC- Click on the map to see the geology at the point.
- Use the layer buttons to switch between geological views (GEODE, MAGNA, Lithology, Hydrogeology).
- Adjust the opacity of the geological layer with the control below.
- Press the full-screen button to expand the viewer.
Geological information
Typical stratigraphic profile
Indicative subsurface cross-section in Noáin (Valle de Elorz)/Noain (Elortzibar) · Based on GEODE soil types
Indicative profile based on GEODE soil types and typical CTE thicknesses
Seismic risk in Noáin (Valle de Elorz)/Noain (Elortzibar)
Seismic risk is assessed at municipal level. These are aggregated data for the area.
- 1 M 2.1 2026
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Conducting the geotechnical study
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Report submission
Within a week we will send you the signed documents of the geotechnical study by an accredited geologist.
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