Man wearing a hard hat and hi-vis vest, taking notes on a construction site by the sea.

Geotechnical study in Cuevas de San Marcos

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4,9 / 5

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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 localities of Cuevas de San Marcos.

This includes the following geographical areas: Province of Almería, Province of Cádiz, Province of Córdoba, Province of Granada, Province of Huelva, Province of Jaén, Province of Málaga, Province of Seville, Andalucía and the surrounding areas.

We travel to your home in Cuevas de San Marcos when it suits you, agreeing on a day and time.

Andalusia companies for geotechnical study

Our Geotechnical study work in the area.

Types of ground in Cuevas de San Marcos

In Cuevas de San Marcos, the most common geological materials are limestones, dolomites and marbles, accompanied by frequent sandstones and conglomerates. These types of substrate provide a high bearing capacity, which makes it possible to propose conventional shallow foundations in most cases, provided that areas with occasional water or muds are avoided, as these could compromise the stability of the support. The marginal presence of compact gravels improves the bearing capacity locally, whereas the hard clays, although in the minority, do not present significant problems in the municipality-wide context.

The setting is characterised by very low seismicity (9 events in 30 years, Mmax 2.4), which minimises the need to consider special measures for seismic risk in structural design. As there are no relevant karst formations and no dominant presence of expansive soils, and since the substrate is not clayey, the risk of expansivity is ruled out as a conditioning factor. The main requirement will be to assess the impermeability conditions and the possible presence of shallow groundwater table levels, which may affect the choice of foundation type.

Areniscas, Conglomerados y Flysch
Warning

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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Masa de agua
Hazard

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

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Granito, Gneis y rocas ígneas
Neutral

Granite, gneiss and igneous rocks

Igneous and metamorphic rocks with very high mechanical strength. They form the most competent and stable substrate. They predominate in the Sistema Central, in Galicia, and in outcrops of the Hercyni

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Gravas y Arenas compactas
Neutral

Compact gravels and sands

High-compacity granular deposits, typically associated with old fluvial terraces (Ebro, Duero, Tajo, Guadalquivir rivers) and Pleistocene glacis. They have no cohesion (they are not clays) but their a

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Arenas finas y limos
Hazard

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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Arcillas y Margas sobreconsolidadas (Duras)
Warning

Overconsolidated clays and marls (Duras)

Cohesive soils with a hard feel, sometimes with a rock-like appearance when dry (grey marls, pre-Pyrenean facies, deep Guadalquivir basin). They have a long history of geological compression in the pa

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Construction risks in Cuevas de San Marcos

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...
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...
Granite, gneiss and igneous rocks None Downward Downward Downward Direct foundation using isolated spread footings bearing...
Compact gravels and sands None Downward High Downward Conventional shallow foundation without problems. Raft f...
Fine sands and silts None High High High To avoid local punching, the foundation slab is used ext...
Overconsolidated clays and marls (Duras) Media Media Downward Downward Direct foundation is viable. Piling is rarely resorted t...

Interactive geological map · Cuevas de San Marcos

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

Geological Viewer

IGME · ICGC

Typical stratigraphic profile

Indicative subsurface cross-section in Cuevas de San Marcos · Based on GEODE soil types

Fine sands and silts 0–5m
Compact gravels and sands 5–11m
Overconsolidated clays and marls (Duras) 11–21m
Sandstones, Conglomerates and Flysch 21–36m
Limestones, Dolomites and Marbles 36–56m
Granite, gneiss and igneous rocks 56–71m+

Indicative profile based on GEODE soil types and typical CTE thicknesses

Seismic risk in Cuevas de San Marcos

Low
Maximum recorded magnitude M 2.4 Richter scale
MaxM 2.4
MediaM 1.78
Max Media
Recorded events
9
Between 1996 and 2026
An earthquake of similar maximum magnitude (M ≥ 1.9) occurs approx. every 10 years.
Largest recorded
  • 1 M 2.4 2025
  • 2 M 2 2007
  • 3 M 1.9 2023
Last recorded earthquake
2025
M 2.4 · 1 year 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 Cuevas de San Marcos?

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