Asturias geotechnical study

Geotechnical study in Case

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4,9 / 5

More than 1000 geotechnical studies carried out

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4.9
Based on 295 reviews
Fran
Francisco Díaz
They arrived on time; they acted with professionalism and the geotechnical study was ready incredibly quickly.
Xulia
Julia Martin
I had doubts because I had never carried out a study like this before, but they explained everything to me very clearly. A serious team that is also approachable.
Sonia Fabra Solsona
Sònia Fabra Solsona
Professional, friendly and straightforward. All good.
A
Arnau Sala
Good balance between price and quality. I would hire them again.
Sergio Delgado
Javier Segura
Good service and, above all, speed. I thought this would take weeks, but it was ready straight away. Thanks!
Laia
Laia Ferrer
They replied quickly and with a lot of patience. The price seemed good to me for everything they did. Very kind.
Anna Prats
Anna Prats
The truth is I had no idea what a geotechnical study was; I just knew the council asked for it for the project. They explained everything to us with a lot of patience (I asked a thousand questions).
M
Mireia Tor
There was a small delay, but they let me know straight away. Even so, very good.
J
Joana C.
Very good service, economical and professional.
Alejando Peña
Alejandro Peña
They attended to me quickly and provided solutions. Very professional
Toni
Toni Lloret
I recommend them
Aitor Santos
Aitor M. Santos
All good
Núria Casals
Núria Casals
I didn’t understand much of the study, but they explained it to me without confusing me. Reasonable price and nice people.
Marta Solé
Marta Solé
Very good service, friendly approach and no technical jargon. I felt supported throughout the entire process.

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.

Layers of different types of soil

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 locations of Case.

This includes the following geographical areas: Allande, Aller, Avilés, Belmonte de Miranda, Bimenes, Boal, Cabrales, Cabranes, Candamo, Cangas del Narcea, Cangas de Onís, Carreño, Case, Castrillón, Castropol, Coaña, Colunga, Corvera de Asturias, Cudillero, The Franco, Gijón, Gozón, Grade, Ibias, Illas, Langreo, Laviana, Lena, Valdés, Llanera, Llanes, Mieres, Morcín, Walls of Nalón, Nava, Navia, Noreña, Oviedo, Parres, Peñamellera Baja, Piloña, Pravia, Quirós, Las Regueras, Ribadedeva, Ribadesella, Ribera de Arriba, Riosa, Salas, San Martín del Rey Aurelio, Sariego, Siero, Somiedo, Soto del Barco, Tapia de Casariego, Teverga, Tineo, Vegadeo, Villaviciosa, Villayón, Asturias and surrounding areas.

We come to your home in Case when it suits you, arranging a day and time.

Asturias companies for a geotechnical study

Our Geotechnical study work in the area.

Types of ground in Case

In the municipality of Caso, a substrate predominates mainly comprising limestones, dolomites and marbles, with a significant presence of shales and schists, as well as muds and peats in localised areas. The carbonate formations suggest good bearing capacity under normal conditions, although areas with muds and peats should be avoided as a foundation base due to their high compressibility. The low permeability of the materials allows for the presence of shallow aquifers, which may affect consolidation if drainage is not properly managed.

With regard to geotechnical aspects, seismicity in Caso is considered moderate, with 16 recorded events over the last 30 years and a maximum magnitude of less than 4.5, so the seismic impact on structural design is limited. Given the dominant presence of carbonate materials, there is a potential risk of karstification, which must be thoroughly investigated prior to any foundation project. As the substrate is non-clayey, the risk of expansivity is ruled out. The main geotechnical constraint in Caso is the possible presence of karst cavities within the carbonate formations, which requires specific studies in advance of carrying out any foundation.

Pizarras y Esquistos
Warning

Phyllites and schists

Metamorphic rocks characterised by their foliation (parallel planes of weakness or slaty cleavage). Very common in Galicia, Asturias, the north of León, Extremadura and Sierra Morena. They are highly

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Fangos y Turbas (Deltaicos)
Hazard

Fangy clays and peats (Deltaic)

Soils from the Holocene period, unconsolidated, flowing muds, black in colour with a very strong organic component, sometimes in the form of pure rotting vegetable matter (peat bogs). The mud compress

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Construction risks in Case

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...
Phyllites and schists None Media Media Media Shallow foundation if the stratum is competent. Strong b...
Fangy clays and peats (Deltaic) Downward High High High Inviable with any natural means. Drive tests of enormous...

Interactive geological map · Case

Mapping: IGME GEODE 50k · IGME MAGNA 50 · ICGC (Catalonia)

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Case · Based on GEODE soil types

Fangy clays and peats (Deltaic) 0–4m
Phyllites and schists 4–24m
Limestones, Dolomites and Marbles 24–44m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Case

Seismic risk is assessed at municipal level. These are aggregated data for the area.

Maximum recorded magnitude M 3.6 Richter scale
MaxM 3.6
MediaM 2.24
Max Media
Recorded events
16
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 3.1) occurs approx. every 15 years.
Largest recorded
  • 1 M 3.6 2010
  • 2 M 3.2 2010
  • 3 M 2.7 2020
Last recorded earthquake
2023
M 2.1 · 3 years ago
Indicative historical seismicity data. The minimum magnitude considered is 1.5. Source: Seismic Portal (EMSC/IGN).

How do we carry out your geotechnical study?

Step

Free quote

Request a quotation for your geotechnical study. Completely free and with no obligation​.

Step

We arrange a day

We are looking for a day and time to carry out the field study.

Step

Conducting the geotechnical study

We’re going to move and carry out the study.
In an hour or two we’ll have finished.

Step

Report submission

Within a week we will send you the signed documents of the geotechnical study by an accredited geologist.

Entities and institutions

Logo of the Ilustre Colegio Oficial de Geólogos with crossed tools and laurel wreaths.
COIGT logo, in brown tones, with an engineering symbol and the corresponding text.
Logo on a yellow background with the letters "CTE" and "BUILDING TECHNICAL CODE".
Logo of the Consejo Superior de los Colegios de Arquitectos de España.

Do you need a geotechnical study in Case?

Request a no-obligation quote. We’ll advise you on the type of study you need.